<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Publishing DTD v1.3 20210610//EN" "JATS-journalpublishing1-3-mathml3.dtd">
<article article-type="research-article" dtd-version="1.3" xml:lang="EN" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:ali="http://www.niso.org/schemas/ali/1.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Energy Res.</journal-id>
<journal-title-group>
<journal-title>Frontiers in Energy Research</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Energy Res.</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">2296-598X</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">1765612</article-id>
<article-id pub-id-type="doi">10.3389/fenrg.2026.1765612</article-id>
<article-version article-version-type="Version of Record" vocab="NISO-RP-8-2008"/>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Original Research</subject>
</subj-group>
</article-categories>
<title-group>
<article-title>Deep reinforcement learning-based strategy for enhancing power grid resilience under earthquake disaster scenarios</article-title>
<alt-title alt-title-type="left-running-head">Lu et al.</alt-title>
<alt-title alt-title-type="right-running-head">
<ext-link ext-link-type="uri" xlink:href="https://doi.org/10.3389/fenrg.2026.1765612">10.3389/fenrg.2026.1765612</ext-link>
</alt-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname>Lu</surname>
<given-names>Liang</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Software" vocab-term-identifier="https://credit.niso.org/contributor-roles/software/">Software</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Conceptualization" vocab-term-identifier="https://credit.niso.org/contributor-roles/conceptualization/">Conceptualization</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Methodology" vocab-term-identifier="https://credit.niso.org/contributor-roles/methodology/">Methodology</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Funding acquisition" vocab-term-identifier="https://credit.niso.org/contributor-roles/funding-acquisition/">Funding acquisition</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Writing &#x2013; original draft" vocab-term-identifier="https://credit.niso.org/contributor-roles/writing-original-draft/">Writing &#x2013; original draft</role>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Zhou</surname>
<given-names>Hong</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Conceptualization" vocab-term-identifier="https://credit.niso.org/contributor-roles/conceptualization/">Conceptualization</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Investigation" vocab-term-identifier="https://credit.niso.org/contributor-roles/investigation/">Investigation</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Validation" vocab-term-identifier="https://credit.niso.org/contributor-roles/validation/">Validation</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Writing &#x2013; review &#x26; editing" vocab-term-identifier="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/">Writing &#x2013; review and editing</role>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Tao</surname>
<given-names>Yuxuan</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Methodology" vocab-term-identifier="https://credit.niso.org/contributor-roles/methodology/">Methodology</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Writing &#x2013; review &#x26; editing" vocab-term-identifier="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/">Writing &#x2013; review and editing</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Formal analysis" vocab-term-identifier="https://credit.niso.org/contributor-roles/formal-analysis/">Formal Analysis</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Visualization" vocab-term-identifier="https://credit.niso.org/contributor-roles/visualization/">Visualization</role>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Wang</surname>
<given-names>Qing</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Writing &#x2013; review &#x26; editing" vocab-term-identifier="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/">Writing &#x2013; review and editing</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Resources" vocab-term-identifier="https://credit.niso.org/contributor-roles/resources/">Resources</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Project administration" vocab-term-identifier="https://credit.niso.org/contributor-roles/project-administration/">Project administration</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Data curation" vocab-term-identifier="https://credit.niso.org/contributor-roles/data-curation/">Data curation</role>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Li</surname>
<given-names>Zhimin</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Methodology" vocab-term-identifier="https://credit.niso.org/contributor-roles/methodology/">Methodology</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Writing &#x2013; review &#x26; editing" vocab-term-identifier="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/">Writing &#x2013; review and editing</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Resources" vocab-term-identifier="https://credit.niso.org/contributor-roles/resources/">Resources</role>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Liu</surname>
<given-names>Shuhang</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<xref ref-type="corresp" rid="c001">&#x2a;</xref>
<uri xlink:href="https://loop.frontiersin.org/people/3312192"/>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Resources" vocab-term-identifier="https://credit.niso.org/contributor-roles/resources/">Resources</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Writing &#x2013; review &#x26; editing" vocab-term-identifier="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/">Writing &#x2013; review and editing</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Methodology" vocab-term-identifier="https://credit.niso.org/contributor-roles/methodology/">Methodology</role>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Qiu</surname>
<given-names>Gao</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/1989587"/>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Formal analysis" vocab-term-identifier="https://credit.niso.org/contributor-roles/formal-analysis/">Formal Analysis</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Writing &#x2013; review &#x26; editing" vocab-term-identifier="https://credit.niso.org/contributor-roles/Writing - review &#x26; editing/">Writing &#x2013; review and editing</role>
<role vocab="credit" vocab-identifier="https://credit.niso.org/" vocab-term="Supervision" vocab-term-identifier="https://credit.niso.org/contributor-roles/supervision/">Supervision</role>
</contrib>
</contrib-group>
<aff id="aff1">
<label>1</label>
<institution>Southwest Branch, State Grid Corporation of China</institution>, <city>Chengdu</city>, <country country="CN">China</country>
</aff>
<aff id="aff2">
<label>2</label>
<institution>College of Electric Engineering, Sichuan University</institution>, <city>Chengdu</city>, <country country="CN">China</country>
</aff>
<author-notes>
<corresp id="c001">
<label>&#x2a;</label>Correspondence: Shuhang Liu, <email xlink:href="mailto:lsh928163057@163.com">lsh928163057@163.com</email>
</corresp>
</author-notes>
<pub-date publication-format="electronic" date-type="pub" iso-8601-date="2026-02-17">
<day>17</day>
<month>02</month>
<year>2026</year>
</pub-date>
<pub-date publication-format="electronic" date-type="collection">
<year>2026</year>
</pub-date>
<volume>14</volume>
<elocation-id>1765612</elocation-id>
<history>
<date date-type="received">
<day>11</day>
<month>12</month>
<year>2025</year>
</date>
<date date-type="rev-recd">
<day>08</day>
<month>01</month>
<year>2026</year>
</date>
<date date-type="accepted">
<day>16</day>
<month>01</month>
<year>2026</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2026 Lu, Zhou, Tao, Wang, Li, Liu and Qiu.</copyright-statement>
<copyright-year>2026</copyright-year>
<copyright-holder>Lu, Zhou, Tao, Wang, Li, Liu and Qiu</copyright-holder>
<license>
<ali:license_ref start_date="2026-02-17">https://creativecommons.org/licenses/by/4.0/</ali:license_ref>
<license-p>This is an open-access article distributed under the terms of the <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">Creative Commons Attribution License (CC BY)</ext-link>. The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.</license-p>
</license>
</permissions>
<abstract>
<p>Extreme events such as earthquakes can readily cause structural damage and operational disturbances in power grids, thereby weakening the system&#x2019;s supply stability and recovery capability and posing substantial challenges to overall grid resilience. Conventional resilience risk assessment methods generally rely on empirical judgments and static analysis, which are insufficient to support rapid response and dynamic decision-making under disaster impacts. To overcome these limitations, this paper proposes a deep reinforcement learning (DRL)-based strategy for minimizing resilience risk in power grids under earthquake disaster scenarios. First, based on a three-level potential seismic source zoning method combined with a seismic elliptic attenuation model, ground motion parameters corresponding to various epicentral distances are derived to generate representative multiple fault scenarios. Subsequently, a probabilistic model of line failures is employed to quantify functional losses under disaster conditions, and a resilience risk quantification model is further established. Finally, a deep reinforcement learning algorithm is introduced, enabling an intelligent agent to adaptively learn a risk-minimization strategy through interactions with earthquake scenarios. The test results indicate that the proposed method reduces the overall functional loss of the power grid under earthquake scenarios by 18.1% compared with the benchmark method, thereby significantly decreasing resilience risk and enhancing the reliability of power supply.</p>
</abstract>
<kwd-group>
<kwd>deep reinforcement learning</kwd>
<kwd>earthquake disaster</kwd>
<kwd>line failure</kwd>
<kwd>power grid resilience</kwd>
<kwd>probability model</kwd>
<kwd>risk minimization strategy</kwd>
</kwd-group>
<funding-group>
<funding-statement>The author(s) declared that financial support was received for this work and/or its publication. This research was funded by Science and Technology Project of State Grid Corporation of China Southwest Branch-Research on Resilience Enhancement Technology for Clean Energy Hub Power Grid Supporting Flexible Mutual Aid of High-Capacity Dense Outfeed HVDC under All Operating Conditions, grant number 529998240005 and the APC was funded by State Grid Corporation of China Southwest Branch.</funding-statement>
</funding-group>
<counts>
<fig-count count="8"/>
<table-count count="2"/>
<equation-count count="30"/>
<ref-count count="24"/>
<page-count count="00"/>
</counts>
<custom-meta-group>
<custom-meta>
<meta-name>section-at-acceptance</meta-name>
<meta-value>Process and Energy Systems Engineering</meta-value>
</custom-meta>
</custom-meta-group>
</article-meta>
</front>
<body>
<sec sec-type="intro" id="s1">
<label>1</label>
<title>Introduction</title>
<p>With the continuous expansion of power grid scale and the increasing complexity of operational structures (<xref ref-type="bibr" rid="B21">Yang et al., 2024</xref>), the available security margin of the system continues to shrink (<xref ref-type="bibr" rid="B23">Yi et al., 2023</xref>), leading to heightened vulnerability of the grid under disaster scenarios (<xref ref-type="bibr" rid="B7">Jufri et al., 2019</xref>). Extreme disasters such as earthquakes are characterized by sudden onset and high destructiveness (<xref ref-type="bibr" rid="B20">Yang et al., 2020</xref>). They can trigger multiple failures within a short period, including damage to transmission lines, failure of critical substation and control equipment, and abnormal load responses, posing significant threats to the safety and stable functioning of power systems (<xref ref-type="bibr" rid="B12">Nazemi and Dehghanian, 2020</xref>). Therefore, conducting research on power grid resilience assessment and enhancement under extreme disaster conditions is of great importance for improving system defense and restoration capacities.</p>
<p>The methods for evaluating power grid resilience in the context of extreme disasters are predominantly divided into two paradigms: post-disaster analysis (<xref ref-type="bibr" rid="B4">Ekisheva et al., 2022</xref>) and pre-disaster simulation (<xref ref-type="bibr" rid="B14">Panteli and Mancarella, 2015</xref>). The post-disaster analysis method is mainly based on historical data and post-disaster survey data to evaluate the resilience of the power grid in the face of disasters. Through real disaster situations and data, it reflects the performance of the power system in resisting disturbances and recovering from disturbances in actual disasters. For example, <xref ref-type="bibr" rid="B10">Liu et al. (2025)</xref> conducted a toughness assessment and risk study on the transmission tower line system under continuous earthquakes. It selected the actual mainshock-aftershock sequence from the international strong earth-quake database, used a series of scaled ground motions to conduct nonlinear dynamic analysis, and comprehensively captured the damage evolution law of the structure from elastic behavior to damage. However, this type of method can only be carried out after a disaster occurs and cannot be used for pre-disaster planning and early warning, and its scope of application is limited. The pre-disaster simulation method simulates the response and recovery process of the power system under disaster conditions by generating multiple fault scenarios before the disaster occurs, and can quickly identify the weaker parts of the power grid before the disaster, providing a basis for pre-disaster risk prevention (<xref ref-type="bibr" rid="B17">Tang et al., 2024</xref>). For example, <xref ref-type="bibr" rid="B1">Amani-Jouneghani et al. (2025)</xref> uses earthquakes as representative extreme events to construct a probability risk model for power facility damage under earthquake disaster conditions, generate a risk map that reflects the spatial distribution characteristics of infrastructure risks, and establish a multi-dimensional power grid resilience assessment system.</p>
<p>Furthermore, to mitigate the discrepancy between resilience assessment results and actual system performance during disasters, several studies have enhanced the modeling of seismic uncertainties and incorporated multiple earthquake scenarios for more comprehensive analysis. For example, <xref ref-type="bibr" rid="B9">Lagos et al. (2020)</xref> takes into account the uncertainty of system response, equipment vulnerability and earthquake disasters, and constructs a power grid resilience assessment framework under earthquake disasters from the perspective of load loss cost; <xref ref-type="bibr" rid="B11">Munikoti et al. (2021)</xref> proposed a modeling and evaluation method based on weighted functional graph theory for interconnected systems including electricity, water, and natural gas systems, and simulated and analyzed the resilience performance of the system under different earthquake scenarios.</p>
<p>However, with the continuous expansion of power grid scale, existing resilience assessment methods generally rely on large-scale scenario enumeration and complex physical-model-based computations, resulting in high computational complexity and low solution efficiency (<xref ref-type="bibr" rid="B13">Nazemi et al., 2020</xref>; <xref ref-type="bibr" rid="B22">Yang et al., 2025</xref>). In contrast, machine learning approaches represented by reinforcement learning (RL) can learn decision-making policies through interaction with the environment, enabling fast policy updates under uncertain disturbances. For example, <xref ref-type="bibr" rid="B2">Chen et al. (2023)</xref> applied a hierarchical reduction reinforcement learning method to emergency control of large-scale power systems, significantly reducing computational complexity by efficiently and accurately shrinking the action space. <xref ref-type="bibr" rid="B24">Zhou et al. (2020)</xref> employed a deep reinforcement learning (DRL) algorithm to obtain fast solutions for the optimal power flow problem under operational constraints, thereby providing power system operators with efficient and feasible real-time decision support. Moreover, most existing power grid resilience assessment methods focus on offline evaluation or post-disaster analysis of resilience performance under disaster scenarios. By contrast, DRL algorithms, leveraging policy iteration and experience accumulation mechanisms, are capable of dynamically adjusting control strategies. For instance, <xref ref-type="bibr" rid="B6">Huang et al. (2019)</xref> modeled the power system operation under disturbances as a sequential decision-making problem using a DRL-based approach, enabling dynamic adjustment and adaptive optimization of emergency control strategies.</p>
<p>In response, this paper proposes a resilience risk minimization strategy for power grids under earthquake disaster scenarios based on DRL. The proposed approach establishes a power grid functional loss and resilience risk assessment framework by constructing a potential seismic source zoning model and a power line failure probability model. By integrating a deep reinforcement learning algorithm, the method enables the development of a dynamic, earthquake-responsive strategy that minimizes the resilience risk of the power grid.</p>
<p>The structure of this paper is organized as follows: First, <xref ref-type="sec" rid="s2">Section 2</xref> presents the earthquake disaster scenario model. Then, <xref ref-type="sec" rid="s3">Section 3</xref> derives the resilience risk model for power grids under earthquake disasters. Next, <xref ref-type="sec" rid="s4">Section 4</xref> details the resilience risk minimization strategy for power grids based on DRL. <xref ref-type="sec" rid="s5">Section 5</xref> presents case studies to validate the effectiveness of the proposed method. Finally, <xref ref-type="sec" rid="s6">Section 6</xref> draws the re-search conclusion.</p>
</sec>
<sec id="s2">
<label>2</label>
<title>Earthquake disaster scenario model</title>
<sec id="s2-1">
<label>2.1</label>
<title>Potential earthquake source area division model</title>
<p>In the three-level potential earthquake source area division model, the bottom layer is the first-level earthquake statistical area. The middle layer is the second-level seismic structure area, and the upper layer is the third-level potential source area (<xref ref-type="bibr" rid="B15">Poiata et al., 2016</xref>). The technical approach to constructing the model is shown in <xref ref-type="fig" rid="F1">Figure 1</xref>, which shows the sequence of operations in constructing the three-level division model of the potential source area. This paper uses this model to more accurately simulate the occurrence probability and spatial distribution of earthquakes of different magnitudes within the seismic statistical area, thereby obtaining more accurate assessment results. As shown in <xref ref-type="fig" rid="F1">Figures 1</xref>, <xref ref-type="fig" rid="F2">2</xref>.</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>Technical approach for three-level zoning of potential seismic source areas.</p>
</caption>
<graphic xlink:href="fenrg-14-1765612-g001.tif">
<alt-text content-type="machine-generated">Flowchart depicting a progression through three stages: Seismic statistical zone, Seismic tectonic zone, and Potential seismic source zone, indicated by arrows connecting each stage.</alt-text>
</graphic>
</fig>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption>
<p>Schematic diagram of the three-level potential seismic source zoning model.</p>
</caption>
<graphic xlink:href="fenrg-14-1765612-g002.tif">
<alt-text content-type="machine-generated">Diagram illustrating a seismic source zone divided into two areas, A1 and A2, each containing smaller fault segments A11 and A21, respectively. An arrow indicates the relationship between the seismic source zone and the two areas with faults.</alt-text>
</graphic>
</fig>
<p>
<xref ref-type="fig" rid="F2">Figure 2</xref> is a schematic diagram of the three-level division model of the potential earthquake source area, which can be structurally divided into three layers and five zones. Among them, area A in the bottom layer is a seismic zone, which is a first-level seismic statistical area; areas A1 and A2 in the middle layer are seismic tectonic areas classified in second level, and areas A11 and A21 in the upper layer are potential earthquake source areas in third level.</p>
</sec>
<sec id="s2-2">
<label>2.2</label>
<title>Earthquake scenario probability model</title>
<sec id="s2-2-1">
<label>2.2.1</label>
<title>Magnitude probability model</title>
<p>In the same earthquake statistical area, there are actually significant differences in the probability of occurrence of earthquakes of different magnitudes. In order to more accurately describe and predict the magnitude distribution characteristics of this seismic activity, it is assumed here that the magnitude distribution of seismic activity within the seismic statistical area satisfies the Gutenberg-Richter (G-R) Relationship (<xref ref-type="bibr" rid="B16">Sbihi et al., 2025</xref>). Based on this assumption, this paper divides the magnitude range into multiple specific magnitude ranges and constructs a magnitude probability model within the earthquake statistical area.</p>
<p>This paper divides <inline-formula id="inf1">
<mml:math id="m1">
<mml:mrow>
<mml:mi>i</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> levels between the onset magnitude <inline-formula id="inf2">
<mml:math id="m2">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and the maximum magnitude <inline-formula id="inf3">
<mml:math id="m3">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mrow>
<mml:mi>U</mml:mi>
<mml:mi>A</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> in the statistical area to represent the magnitude range of <inline-formula id="inf4">
<mml:math id="m4">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#xb1;</mml:mo>
<mml:mn>0.5</mml:mn>
<mml:mo>&#x394;</mml:mo>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>. Set the interval <inline-formula id="inf5">
<mml:math id="m5">
<mml:mrow>
<mml:mo>&#x394;</mml:mo>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> between the center values <inline-formula id="inf6">
<mml:math id="m6">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> of each gear to 0.5 levels. Assuming that the frequency of seismic activity in the statistical area satisfies the G-R relationship, the probability of the <inline-formula id="inf7">
<mml:math id="m7">
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> earthquake occurring in the statistical area is:<disp-formula id="e1">
<mml:math id="m8">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mtext>earth</mml:mtext>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>exp</mml:mi>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="&#x7c;">
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>&#x3b2;</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>exp</mml:mi>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="&#x7c;">
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>&#x3b2;</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mtext>UA</mml:mtext>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfrac>
<mml:mo>&#xb7;</mml:mo>
<mml:mi>s</mml:mi>
<mml:mi>h</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mi>&#x3b2;</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:mfrac>
<mml:mo>&#x394;</mml:mo>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(1)</label>
</disp-formula>
<disp-formula id="e2">
<mml:math id="m9">
<mml:mrow>
<mml:mi>&#x3b2;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>b</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>ln</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:mn>10</mml:mn>
</mml:mrow>
</mml:math>
<label>(2)</label>
</disp-formula>
<disp-formula id="e3">
<mml:math id="m10">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:mfrac>
<mml:mo>&#x394;</mml:mo>
<mml:mi>M</mml:mi>
<mml:mo>&#x3c;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3c;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:mfrac>
<mml:mo>&#x394;</mml:mo>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:math>
<label>(3)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf8">
<mml:math id="m11">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mtext>earth</mml:mtext>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> is the probability of the <inline-formula id="inf9">
<mml:math id="m12">
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> magnitude earthquake occurring in the seismic statistical area; <inline-formula id="inf10">
<mml:math id="m13">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the onset magnitude in the seismic statistical area; <inline-formula id="inf11">
<mml:math id="m14">
<mml:mrow>
<mml:mo>&#x394;</mml:mo>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the interval between each magnitude level, set to 0.5, <inline-formula id="inf12">
<mml:math id="m15">
<mml:mrow>
<mml:mi>b</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the <inline-formula id="inf13">
<mml:math id="m16">
<mml:mrow>
<mml:mi mathvariant="normal">G</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>R</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> relationship coefficient of the seismic statistical area, which represents the power law relationship between the earthquake level and the number of occurrences in the statistical area. Based on seismic catalog data for such areas, <inline-formula id="inf14">
<mml:math id="m17">
<mml:mrow>
<mml:mi>b</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is empirically observed to range approximately from 0.5 to 1.2 in engineering and seismological studies; <inline-formula id="inf15">
<mml:math id="m18">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the intermediate value of the <inline-formula id="inf16">
<mml:math id="m19">
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> earthquake magnitude.</p>
</sec>
<sec id="s2-2-2">
<label>2.2.2</label>
<title>Seismic source probability model</title>
<p>In the previous section, the occurrence probabilities of earthquakes with different magnitude levels within each seismic statistical zone were obtained. However, there are multiple independent potential source areas in the seismic statistical area space. According to the three-level division model rules of potential source areas in <xref ref-type="sec" rid="s2-1">Section 2.1</xref>, the probability of earthquakes occurring at each point in the seismic statistical area is similar, that is, an earthquake may occur at any point in the statistical area. Therefore, scatter points can be used to approximate the area of each potential source area, and indicate the possible earthquake source point locations.</p>
<p>Assume that there are <inline-formula id="inf17">
<mml:math id="m20">
<mml:mrow>
<mml:mi>J</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> potential source areas in the statistical area, and the number of points falling in the <inline-formula id="inf18">
<mml:math id="m21">
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> potential source area is <inline-formula id="inf19">
<mml:math id="m22">
<mml:mrow>
<mml:msub>
<mml:mi>N</mml:mi>
<mml:mi>J</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>. The maximum magnitude of the <inline-formula id="inf20">
<mml:math id="m23">
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> potential source area is <inline-formula id="inf21">
<mml:math id="m24">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mrow>
<mml:mi>U</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>. Then the event probability of the <inline-formula id="inf22">
<mml:math id="m25">
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> earthquake occurring at the <inline-formula id="inf23">
<mml:math id="m26">
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>y</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula> point in the <inline-formula id="inf24">
<mml:math id="m27">
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> potential source area is:<disp-formula id="e4">
<mml:math id="m28">
<mml:mrow>
<mml:mi>P</mml:mi>
<mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>y</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2223;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>N</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>&#xd7;</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mtext>Uj</mml:mtext>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#xd7;</mml:mo>
<mml:msub>
<mml:mi>&#x3bc;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:msubsup>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>k</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>J</mml:mi>
</mml:msubsup>
</mml:mstyle>
<mml:msub>
<mml:mi>N</mml:mi>
<mml:mi>k</mml:mi>
</mml:msub>
<mml:mo>&#xd7;</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mtext>Uk</mml:mtext>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#xd7;</mml:mo>
<mml:msub>
<mml:mi>&#x3bc;</mml:mi>
<mml:mi>k</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(4)</label>
</disp-formula>
<disp-formula id="e5">
<mml:math id="m29">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bc;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="{" close="" separators="&#x7c;">
<mml:mrow>
<mml:mtable columnalign="left">
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:msub>
<mml:mrow>
<mml:mtext>&#x2002;</mml:mtext>
<mml:mi mathvariant="normal">M</mml:mi>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>&#x2264;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3c;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mrow>
<mml:mi>U</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:msub>
<mml:mrow>
<mml:mtext>&#x2002;</mml:mtext>
<mml:mi mathvariant="normal">M</mml:mi>
</mml:mrow>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3e;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mrow>
<mml:mi>U</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(5)</label>
</disp-formula>
<disp-formula id="e6">
<mml:math id="m30">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bc;</mml:mi>
<mml:mi>k</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="{" close="" separators="&#x7c;">
<mml:mrow>
<mml:mtable columnalign="left">
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:msub>
<mml:mi mathvariant="normal">M</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>&#x2264;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3c;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mrow>
<mml:mi>U</mml:mi>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:msub>
<mml:mi mathvariant="normal">M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3e;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mrow>
<mml:mi>U</mml:mi>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(6)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf25">
<mml:math id="m31">
<mml:mrow>
<mml:mi>P</mml:mi>
<mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>y</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2223;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> represents the event probability of the <inline-formula id="inf26">
<mml:math id="m32">
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> earthquake occurring at <inline-formula id="inf27">
<mml:math id="m33">
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>y</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula> point in the <inline-formula id="inf28">
<mml:math id="m34">
<mml:mrow>
<mml:mi mathvariant="normal">j</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> potential source area; <inline-formula id="inf29">
<mml:math id="m35">
<mml:mrow>
<mml:msub>
<mml:mi>N</mml:mi>
<mml:mi>k</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the number of scatter points in the <inline-formula id="inf30">
<mml:math id="m36">
<mml:mrow>
<mml:mi>k</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> potential source area; <inline-formula id="inf31">
<mml:math id="m37">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bc;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf32">
<mml:math id="m38">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bc;</mml:mi>
<mml:mi>k</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> are Boolean constants. When the magnitude of the <inline-formula id="inf33">
<mml:math id="m39">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>l</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>v</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>l</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> earthquake is between <inline-formula id="inf34">
<mml:math id="m40">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf35">
<mml:math id="m41">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mrow>
<mml:mi>U</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> or between <inline-formula id="inf36">
<mml:math id="m42">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf37">
<mml:math id="m43">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mrow>
<mml:mi>U</mml:mi>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf38">
<mml:math id="m44">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bc;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf39">
<mml:math id="m45">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bc;</mml:mi>
<mml:mi>k</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> take 1 respectively. When the magnitude of the <inline-formula id="inf40">
<mml:math id="m46">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>l</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>v</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>l</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> earthquake is greater than <inline-formula id="inf41">
<mml:math id="m47">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mrow>
<mml:mi>U</mml:mi>
<mml:mi>j</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> or greater than <inline-formula id="inf42">
<mml:math id="m48">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mrow>
<mml:mi>U</mml:mi>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf43">
<mml:math id="m49">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bc;</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf44">
<mml:math id="m50">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bc;</mml:mi>
<mml:mi>k</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> take 0 respectively.</p>
<p>The magnitude of an earthquake and the location of the earthquake are independent events. Therefore, by combining <xref ref-type="disp-formula" rid="e1">Equations 1</xref>&#x2013;<xref ref-type="disp-formula" rid="e6">6</xref>, we can get the probability of an earthquake with a magnitude greater than the <inline-formula id="inf45">
<mml:math id="m51">
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> occurring at point <inline-formula id="inf46">
<mml:math id="m52">
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>y</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula> in the <inline-formula id="inf47">
<mml:math id="m53">
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> potential source area, as shown in <xref ref-type="disp-formula" rid="e7">Equation 7</xref>:<disp-formula id="e7">
<mml:math id="m54">
<mml:mrow>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>x</mml:mi>
</mml:msub>
<mml:mo>&#x2265;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mtext>earth</mml:mtext>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#xb7;</mml:mo>
<mml:mi>P</mml:mi>
<mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>x</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>y</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x7c;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mi>j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
<label>(7)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf48">
<mml:math id="m55">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>x</mml:mi>
</mml:msub>
<mml:mo>&#x2265;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> is the probability of an event in the <inline-formula id="inf49">
<mml:math id="m56">
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> potential source area with magnitude range <inline-formula id="inf50">
<mml:math id="m57">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>x</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> greater than <inline-formula id="inf51">
<mml:math id="m58">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<p>Therefore, the probability of a specific magnitude can be expressed as the difference between the magnitude probabilities of adjacent levels:<disp-formula id="e8">
<mml:math id="m59">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>x</mml:mi>
</mml:msub>
<mml:mo>&#x2265;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>x</mml:mi>
</mml:msub>
<mml:mo>&#x2265;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(8)</label>
</disp-formula>
<disp-formula id="e9">
<mml:math id="m60">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>x</mml:mi>
</mml:msub>
<mml:mo>&#x2265;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>x</mml:mi>
</mml:msub>
<mml:mo>&#x2265;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>3</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(9)</label>
</disp-formula>
<disp-formula id="e10">
<mml:math id="m61">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>3</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>j</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mi>x</mml:mi>
</mml:msub>
<mml:mo>&#x2265;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>3</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mtext>&#x2003;</mml:mtext>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mtext>Uj</mml:mtext>
</mml:msub>
<mml:mo>&#x2208;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>3</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
<label>(10)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf52">
<mml:math id="m62">
<mml:mrow>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x223c;</mml:mo>
<mml:msub>
<mml:mi>M</mml:mi>
<mml:mn>3</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> are the magnitudes of the 1st to 3rd earthquakes respectively. <xref ref-type="disp-formula" rid="e8">Equations 8</xref>, <xref ref-type="disp-formula" rid="e9">9</xref> are respectively the probability of an earthquake with magnitude 1-2 occurring in the <inline-formula id="inf53">
<mml:math id="m63">
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> potential source area. When the maximum magnitude in the statistical area is the upper limit of the third earthquake magnitude, the probability of a third earthquake magnitude occurring in the <inline-formula id="inf54">
<mml:math id="m64">
<mml:mrow>
<mml:mi>j</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> potential source area is shown in <xref ref-type="disp-formula" rid="e10">Equation 10</xref>.</p>
</sec>
</sec>
<sec id="s2-3">
<label>2.3</label>
<title>Earthquake parameter attenuation model</title>
<p>The shape of major earthquake isoseismic lines is obviously different from the concentric circle isoseismic lines presented by the point source model, and they are mostly elliptical or conjugate elliptical. The typical form of the attenuation relationship between earthquake intensity and epicentral distance can be expressed as <xref ref-type="disp-formula" rid="e11">Equation 11</xref> (<xref ref-type="bibr" rid="B1">Amani-Jouneghani et al., 2025</xref>):<disp-formula id="e11">
<mml:math id="m65">
<mml:mrow>
<mml:mi>I</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>A</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>B</mml:mi>
<mml:mi>M</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>C</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>lg</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mi>R</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(11)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf55">
<mml:math id="m66">
<mml:mrow>
<mml:mi>I</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the earthquake intensity away from the earthquake source or epicenter; <inline-formula id="inf56">
<mml:math id="m67">
<mml:mrow>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the magnitude of the earthquake; <inline-formula id="inf57">
<mml:math id="m68">
<mml:mrow>
<mml:msub>
<mml:mi>R</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is a constant, used to reflect the intensity when the epicenter is 0; <inline-formula id="inf58">
<mml:math id="m69">
<mml:mrow>
<mml:mi>A</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf59">
<mml:math id="m70">
<mml:mrow>
<mml:mi>B</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf60">
<mml:math id="m71">
<mml:mrow>
<mml:mi>C</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> are regression coefficients.</p>
<p>However, the previously widely used seismic intensity attenuation model can show good results when facing earthquakes of magnitude 4 to 7, but when facing high-magnitude earthquakes, the intensity value will be underestimated to a certain extent due to weak constraint. In modern earthquake engineering, peak ground acceleration (PGA) is widely used in seismic safety assessment, structural seismic design and earthquake damage prediction, etc. The unit is usually taken as Gal or gravity acceleration g. Using peak ground acceleration to reflect the attenuation relationship of earthquakes can largely solve the problem of underestimation when using intensity assessment. On this basis, scholars have improved the intensity model and proposed an earthquake attenuation model based on peak ground acceleration to analyze the damage of engineering buildings under earthquakes (<xref ref-type="bibr" rid="B3">Chiou and Youngs, 2008</xref>), as shown in <xref ref-type="disp-formula" rid="e12">Equation 12</xref>:<disp-formula id="e12">
<mml:math id="m72">
<mml:mrow>
<mml:mi>lg</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>Y</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>A</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>B</mml:mi>
<mml:mi>M</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>C</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>lg</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>D</mml:mi>
<mml:msup>
<mml:mi>e</mml:mi>
<mml:mrow>
<mml:mi>E</mml:mi>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>&#x3b5;</mml:mi>
</mml:mrow>
</mml:math>
<label>(12)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf61">
<mml:math id="m73">
<mml:mrow>
<mml:mi>Y</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the peak ground acceleration PGA; <inline-formula id="inf62">
<mml:math id="m74">
<mml:mrow>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the magnitude of the earthquake; <inline-formula id="inf63">
<mml:math id="m75">
<mml:mrow>
<mml:mi>R</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the epicentral distance; <inline-formula id="inf64">
<mml:math id="m76">
<mml:mrow>
<mml:mi>A</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf65">
<mml:math id="m77">
<mml:mrow>
<mml:mi>B</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf66">
<mml:math id="m78">
<mml:mrow>
<mml:mi>C</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf67">
<mml:math id="m79">
<mml:mrow>
<mml:mi>D</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf68">
<mml:math id="m80">
<mml:mrow>
<mml:mi>E</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> are regression coefficients; <inline-formula id="inf69">
<mml:math id="m81">
<mml:mrow>
<mml:mi>&#x3b5;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the uncertainty constant.</p>
<p>Research has found that earthquakes with magnitudes greater than 6.5 generally have magnitude saturation characteristics, that is, during the measurement process, when the magnitude of the earthquake reaches a certain value, although the energy released by the earthquake continues to increase, the measured magnitude value no longer rises. Therefore, it is necessary to use 6.5 as the dividing line of magnitude and segment it to construct the attenuation of peak ground acceleration in different ranges of magnitude.</p>
<p>When <inline-formula id="inf70">
<mml:math id="m82">
<mml:mrow>
<mml:mi>M</mml:mi>
<mml:mo>&#x2264;</mml:mo>
<mml:mn>6.5</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, the attenuation rules of the peak ground acceleration in the long axis and short axis directions are shown in <xref ref-type="disp-formula" rid="e13">Equations 13</xref>, <xref ref-type="disp-formula" rid="e14">14</xref> respectively (<xref ref-type="bibr" rid="B9">Lagos et al., 2020</xref>).<disp-formula id="e13">
<mml:math id="m83">
<mml:mrow>
<mml:mi>lg</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="normal">Y</mml:mi>
<mml:mrow>
<mml:mi>P</mml:mi>
<mml:mi>G</mml:mi>
<mml:mi>A</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1.979</mml:mn>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>0.671</mml:mn>
<mml:mi>M</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>2.315</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>lg</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>2.088</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>exp</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mn>0.399</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>0.236</mml:mn>
</mml:mrow>
</mml:math>
<label>(13)</label>
</disp-formula>
<disp-formula id="e14">
<mml:math id="m84">
<mml:mrow>
<mml:mi>lg</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="normal">Y</mml:mi>
<mml:mrow>
<mml:mi>D</mml:mi>
<mml:mi>C</mml:mi>
<mml:mi>A</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1.176</mml:mn>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>0.660</mml:mn>
<mml:mi>M</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>2.004</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>lg</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>0.944</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>exp</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mn>0.447</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>0.236</mml:mn>
</mml:mrow>
</mml:math>
<label>(14)</label>
</disp-formula>
</p>
<p>When <inline-formula id="inf71">
<mml:math id="m85">
<mml:mrow>
<mml:mi>M</mml:mi>
<mml:mo>&#x2264;</mml:mo>
<mml:mn>6.5</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, the attenuation rules of the peak ground acceleration in the long axis and short axis directions are as shown in <xref ref-type="disp-formula" rid="e15">Equations 15</xref>, <xref ref-type="disp-formula" rid="e16">16</xref> respectively.<disp-formula id="e15">
<mml:math id="m86">
<mml:mrow>
<mml:mi>lg</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="normal">Y</mml:mi>
<mml:mrow>
<mml:mi>P</mml:mi>
<mml:mi>G</mml:mi>
<mml:mi>A</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>3.533</mml:mn>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>0.432</mml:mn>
<mml:mi>M</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>2.315</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>lg</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>2.088</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>exp</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mn>0.399</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>0.236</mml:mn>
</mml:mrow>
</mml:math>
<label>(15)</label>
</disp-formula>
<disp-formula id="e16">
<mml:math id="m87">
<mml:mrow>
<mml:mi>lg</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="normal">Y</mml:mi>
<mml:mrow>
<mml:mi>P</mml:mi>
<mml:mi>G</mml:mi>
<mml:mi>A</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>2.753</mml:mn>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>0.418</mml:mn>
<mml:mi>M</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>2.004</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>lg</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>R</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>0.944</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>exp</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mn>0.447</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>0.236</mml:mn>
</mml:mrow>
</mml:math>
<label>(16)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf72">
<mml:math id="m88">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="normal">Y</mml:mi>
<mml:mrow>
<mml:mi>P</mml:mi>
<mml:mi>G</mml:mi>
<mml:mi>A</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the peak ground acceleration PGA; <inline-formula id="inf73">
<mml:math id="m89">
<mml:mrow>
<mml:mi>M</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the magnitude of the earthquake; <inline-formula id="inf74">
<mml:math id="m90">
<mml:mrow>
<mml:mi>R</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the epicentral distance.</p>
<p>According to the established earthquake parameter attenuation model, it can be seen that whether it is a lighter earthquake below magnitude 6.5 or a large earthquake above magnitude 6.5, the attenuation speed of the peak ground acceleration PGA along the short axis is significantly faster than that along the long axis. This simulation method is closer to the attenuation law of ground motion parameters in real earthquakes and has higher accuracy than the concentric circle model.</p>
</sec>
</sec>
<sec id="s3">
<label>3</label>
<title>Resilience risk model for power grids under earthquake disasters</title>
<sec id="s3-1">
<label>3.1</label>
<title>Power grid line failure probability model</title>
<p>As an important carrier for transmitting power to the user side, power grid lines are directly related to the operating status of the power grid system. As an integral part of transmission lines, the collapse of towers will cause structural damage to power grid lines. This paper analyzes the vulnerability of towers under different peak ground accelerations in earthquake scenarios, and uses vulnerability curves to express the failure probability of tower collapse under a given peak ground acceleration (<xref ref-type="bibr" rid="B5">Guo et al., 2025</xref>).<disp-formula id="e17">
<mml:math id="m91">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mi>o</mml:mi>
<mml:mi>w</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>r</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mi mathvariant="normal">&#x3a6;</mml:mi>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="&#x7c;">
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:mi>ln</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mn>0.1451</mml:mn>
<mml:mo>&#xb7;</mml:mo>
<mml:msub>
<mml:mi mathvariant="normal">Y</mml:mi>
<mml:mrow>
<mml:mi>P</mml:mi>
<mml:mi>G</mml:mi>
<mml:mi>A</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
<mml:msqrt>
<mml:mrow>
<mml:msup>
<mml:mn>0.2579</mml:mn>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mo>&#x2b;</mml:mo>
<mml:msup>
<mml:mn>1.0555</mml:mn>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
</mml:msqrt>
</mml:mfrac>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(17)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf75">
<mml:math id="m92">
<mml:mrow>
<mml:mi mathvariant="normal">&#x3a6;</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mo>&#xb7;</mml:mo>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> is the standard normal distribution function; <inline-formula id="inf76">
<mml:math id="m93">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mi>o</mml:mi>
<mml:mi>w</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>r</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the probability of collapse of the <inline-formula id="inf77">
<mml:math id="m94">
<mml:mrow>
<mml:mi>a</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> tower; <xref ref-type="disp-formula" rid="e17">Equation 17</xref> expresses the relationship between the collapse probability of towers on power grid lines and the peak ground acceleration PGA.</p>
<p>The necessary and sufficient condition for the normal operation of power grid lines is that all poles and towers on the line are in good condition. From this, we can derive the failure probability of the power grid line based on the collapse of the tower contained in the <xref ref-type="disp-formula" rid="e18">Equation 18</xref>:<disp-formula id="e18">
<mml:math id="m95">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>l</mml:mi>
<mml:mi>i</mml:mi>
<mml:mi>n</mml:mi>
<mml:mi>e</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>b</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>&#x2212;</mml:mo>
<mml:mstyle displaystyle="true">
<mml:munderover>
<mml:mo>&#x220f;</mml:mo>
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>I</mml:mi>
</mml:munderover>
</mml:mstyle>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mi>o</mml:mi>
<mml:mi>w</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>r</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mtext>&#x2003;</mml:mtext>
<mml:mi>I</mml:mi>
<mml:mo>&#x2208;</mml:mo>
<mml:msubsup>
<mml:mi mathvariant="normal">&#x3a9;</mml:mi>
<mml:mi>b</mml:mi>
<mml:mrow>
<mml:mi>l</mml:mi>
<mml:mi>i</mml:mi>
<mml:mi>n</mml:mi>
<mml:mi>e</mml:mi>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
<label>(18)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf78">
<mml:math id="m96">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>l</mml:mi>
<mml:mi>i</mml:mi>
<mml:mi>n</mml:mi>
<mml:mi>e</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>b</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the probability of failure of the <inline-formula id="inf79">
<mml:math id="m97">
<mml:mrow>
<mml:mi>b</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> power grid line; <inline-formula id="inf80">
<mml:math id="m98">
<mml:mrow>
<mml:msubsup>
<mml:mi mathvariant="normal">&#x3a9;</mml:mi>
<mml:mi>b</mml:mi>
<mml:mrow>
<mml:mi>l</mml:mi>
<mml:mi>i</mml:mi>
<mml:mi>n</mml:mi>
<mml:mi>e</mml:mi>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> is the set of all towers on the <inline-formula id="inf81">
<mml:math id="m99">
<mml:mrow>
<mml:mi>b</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> power grid line.</p>
</sec>
<sec id="s3-2">
<label>3.2</label>
<title>Power grid function loss value under fault scenario</title>
<p>Considering that the impact of earthquakes has spatial correlation and that different faulty lines and nodes play different roles in ensuring power supply for critical loads, this paper uses the node-line correlation weight method to determine the importance of nodes by integrating line connection relationships and transmission capabilities. As shown in <xref ref-type="disp-formula" rid="e19">Equation 19</xref>:<disp-formula id="e19">
<mml:math id="m100">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:msubsup>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>M</mml:mi>
</mml:msubsup>
</mml:mstyle>
<mml:msub>
<mml:mi>A</mml:mi>
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:msub>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>m</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:msubsup>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>N</mml:mi>
</mml:msubsup>
</mml:mstyle>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mstyle displaystyle="true">
<mml:msubsup>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>M</mml:mi>
</mml:msubsup>
</mml:mstyle>
<mml:msub>
<mml:mi>A</mml:mi>
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:msub>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>m</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(19)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf82">
<mml:math id="m101">
<mml:mrow>
<mml:msub>
<mml:mi>A</mml:mi>
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the correlation degree between node <italic>n</italic> and line <italic>m</italic>. <inline-formula id="inf83">
<mml:math id="m102">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>m</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is rated transmission power of line <italic>m</italic>; <inline-formula id="inf84">
<mml:math id="m103">
<mml:mrow>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> represents total number of nodes, and <inline-formula id="inf85">
<mml:math id="m104">
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> represents total number of line. <inline-formula id="inf86">
<mml:math id="m105">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> satisfies <inline-formula id="inf87">
<mml:math id="m106">
<mml:mrow>
<mml:msub>
<mml:mo>&#x2211;</mml:mo>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, which can be understood as the normalized weight of node importance.</p>
<p>Under earthquake scenario <italic>k</italic>, the actual supply power of each node is <inline-formula id="inf88">
<mml:math id="m107">
<mml:mrow>
<mml:msubsup>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>s</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>, and the load demand is <inline-formula id="inf89">
<mml:math id="m108">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>.The power supply loss of this node is defined as <xref ref-type="disp-formula" rid="e20">Equation 20</xref>:<disp-formula id="e20">
<mml:math id="m109">
<mml:mrow>
<mml:mo>&#x394;</mml:mo>
<mml:msubsup>
<mml:mi>P</mml:mi>
<mml:mi>n</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msubsup>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>s</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
<mml:mo>,</mml:mo>
<mml:mn>0</mml:mn>
<mml:mo>&#x2264;</mml:mo>
<mml:mo>&#x394;</mml:mo>
<mml:msubsup>
<mml:mi>P</mml:mi>
<mml:mi>n</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
<mml:mo>&#x2264;</mml:mo>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
<label>(20)</label>
</disp-formula>
</p>
<p>If the node is completely powered off, then <inline-formula id="inf90">
<mml:math id="m110">
<mml:mrow>
<mml:mo>&#x394;</mml:mo>
<mml:msubsup>
<mml:mi>P</mml:mi>
<mml:mi>n</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<p>Under scenario <italic>k</italic>, the failure probability of components in each area is determined by the PGA. Set <inline-formula id="inf91">
<mml:math id="m111">
<mml:mrow>
<mml:msubsup>
<mml:mi>&#x3c4;</mml:mi>
<mml:mrow>
<mml:mi>E</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> represent the probability of component failure or the average probability of impact in the area where node <italic>n</italic> is located. This value can be derived from the horizontal pattern of tower failure mentioned above. As shown in <xref ref-type="disp-formula" rid="e21">Equation 21</xref>:<disp-formula id="e21">
<mml:math id="m112">
<mml:mrow>
<mml:msubsup>
<mml:mi>&#x3c4;</mml:mi>
<mml:mrow>
<mml:mi>E</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>f</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msubsup>
<mml:mi mathvariant="normal">Y</mml:mi>
<mml:mrow>
<mml:mi>P</mml:mi>
<mml:mi>G</mml:mi>
<mml:mi>A</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(21)</label>
</disp-formula>
</p>
<p>Based on the load level weight, node importance, load loss amount and earthquake area failure probability, the system function loss value under scenario <italic>k</italic> is defined. As shown in <xref ref-type="disp-formula" rid="e22">Equation 22</xref>:<disp-formula id="e22">
<mml:math id="m113">
<mml:mrow>
<mml:msubsup>
<mml:mi>L</mml:mi>
<mml:mrow>
<mml:mi>p</mml:mi>
<mml:mi>s</mml:mi>
</mml:mrow>
<mml:mi>k</mml:mi>
</mml:msubsup>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:msubsup>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>N</mml:mi>
</mml:msubsup>
</mml:mstyle>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:msub>
<mml:mi>&#x3b4;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
<mml:mo>&#x394;</mml:mo>
<mml:msubsup>
<mml:mi>P</mml:mi>
<mml:mi>n</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
<mml:msubsup>
<mml:mi>&#x3c4;</mml:mi>
<mml:mrow>
<mml:mi>E</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:mrow>
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:msubsup>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>N</mml:mi>
</mml:msubsup>
</mml:mstyle>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(22)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf92">
<mml:math id="m114">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b4;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is load level weight. <inline-formula id="inf93">
<mml:math id="m115">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c9;</mml:mi>
<mml:mi>n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> represents node importance weight; <inline-formula id="inf94">
<mml:math id="m116">
<mml:mrow>
<mml:mo>&#x394;</mml:mo>
<mml:msubsup>
<mml:mi>P</mml:mi>
<mml:mi>n</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> is actual power supply loss of node <italic>n</italic>; <inline-formula id="inf95">
<mml:math id="m117">
<mml:mrow>
<mml:msubsup>
<mml:mi>&#x3c4;</mml:mi>
<mml:mrow>
<mml:mi>E</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> represents regional failure probability caused by earthquake; <inline-formula id="inf96">
<mml:math id="m118">
<mml:mrow>
<mml:msubsup>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mi>N</mml:mi>
</mml:msubsup>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is total system power demand.</p>
</sec>
<sec id="s3-3">
<label>3.3</label>
<title>Resilience risk assessment model of power grids</title>
<p>Under earthquake disasters, the damage to buildings and electrical components is uncertain. The same earthquake scenario often leads to multiple failure scenarios. To this end, it is necessary to comprehensively evaluate the grid resilience risk level based on grid functional needs under the influence of specific potential earthquake source areas by calculating the expected value of grid functional loss under each earthquake scenario and taking into account its probability of occurrence. As shown in <xref ref-type="disp-formula" rid="e23">Equation 23</xref>:<disp-formula id="e23">
<mml:math id="m119">
<mml:mrow>
<mml:msubsup>
<mml:mi>R</mml:mi>
<mml:mi>j</mml:mi>
<mml:mrow>
<mml:mi>p</mml:mi>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:msubsup>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>k</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:msub>
<mml:mi>N</mml:mi>
<mml:mrow>
<mml:mi>s</mml:mi>
<mml:mi>e</mml:mi>
</mml:mrow>
</mml:msub>
</mml:munderover>
</mml:mstyle>
<mml:mrow>
<mml:msubsup>
<mml:mi>P</mml:mi>
<mml:mtext>occur</mml:mtext>
<mml:mi>k</mml:mi>
</mml:msubsup>
<mml:mi>E</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msubsup>
<mml:mi>L</mml:mi>
<mml:mrow>
<mml:mi>p</mml:mi>
<mml:mi>s</mml:mi>
</mml:mrow>
<mml:mi>k</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(23)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf97">
<mml:math id="m120">
<mml:mrow>
<mml:msub>
<mml:mi>N</mml:mi>
<mml:mrow>
<mml:mi>s</mml:mi>
<mml:mi>e</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the total number of earthquake scenarios; <inline-formula id="inf98">
<mml:math id="m121">
<mml:mrow>
<mml:msubsup>
<mml:mi>P</mml:mi>
<mml:mtext>occur</mml:mtext>
<mml:mi>k</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> is the probability of occurrence of earthquake scenario number <italic>k</italic>; <inline-formula id="inf99">
<mml:math id="m122">
<mml:mrow>
<mml:mi>E</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msubsup>
<mml:mi>L</mml:mi>
<mml:mrow>
<mml:mi>p</mml:mi>
<mml:mi>s</mml:mi>
</mml:mrow>
<mml:mi>k</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> is the expectation of grid function loss value under earthquake scenario number <italic>k</italic>; <inline-formula id="inf100">
<mml:math id="m123">
<mml:mrow>
<mml:msubsup>
<mml:mi>R</mml:mi>
<mml:mi>j</mml:mi>
<mml:mrow>
<mml:mi>p</mml:mi>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> is the grid resilience risk index based on grid functional requirements under earthquake in potential source area <italic>j</italic>. The smaller the value, the stronger the ability of the power grid to cope with earthquake disasters, and it can better support post-disaster grid functions to meet the urgent needs of the disaster area.</p>
</sec>
</sec>
<sec id="s4">
<label>4</label>
<title>Resilience risk minimization strategy based on DRL</title>
<p>Traditional resilience assessment methods usually rely on static calculations of the power grid function loss expectation <inline-formula id="inf101">
<mml:math id="m124">
<mml:mrow>
<mml:mi>E</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msubsup>
<mml:mi>L</mml:mi>
<mml:mrow>
<mml:mi>p</mml:mi>
<mml:mi>s</mml:mi>
</mml:mrow>
<mml:mi>k</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> under various earthquake scenarios to measure system risks. However, this type of method has low solution efficiency when faced with complex disaster evolution and multi-stage regulation, resulting in lagging optimization results and insufficient decision-making adaptability. In order to improve the solution efficiency and self-learning ability, this paper introduces a DRL framework and uses the Deep Q-Network (DQN) method to model the problem of minimizing the power grid resilience risk under earthquake disaster scenarios as a sequential decision-making optimization process. Through interactive learning of agents in disaster environments, DQN can quickly converge to an approximately optimal strategy in multiple earthquake scenarios and achieve adaptive optimization of resource scheduling.</p>
<p>In this method, the environment describes the dynamic evolution of the power grid under earthquake disturbances. The system state <inline-formula id="inf102">
<mml:math id="m125">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is defined by a set of observable variables that characterize the operating condition of the grid, including bus voltage magnitudes, line power flows, load supply levels, and the damage states of transmission lines under a given earthquake scenario. Based on the observed state <inline-formula id="inf103">
<mml:math id="m126">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, the intelligent agent selects a control action <inline-formula id="inf104">
<mml:math id="m127">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> from a predefined action space to mitigate functional losses and resilience risk. Specifically, the action space consists of feasible grid regulation measures, such as load shedding at selected buses, generation re-dispatch, and network reconfiguration through line switching. After executing action <inline-formula id="inf105">
<mml:math id="m128">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, the system transitions to the next state <inline-formula id="inf106">
<mml:math id="m129">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> according to the grid dynamics and earthquake impact, and receives an immediate reward <inline-formula id="inf107">
<mml:math id="m130">
<mml:mrow>
<mml:msub>
<mml:mi>r</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, which is determined by the extent of power supply degradation and the resilience risk associated with the current earthquake scenario. Through continuous interaction with the environment and policy iteration, the agent learns an optimal control strategy that minimizes cumulative resilience risk over the decision horizon.</p>
<p>Based on the idea of DRL, a risk loss function <inline-formula id="inf108">
<mml:math id="m131">
<mml:mrow>
<mml:mi>J</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> is introduced, whose goal is to minimize the weighted expected resilience risk through strategy <inline-formula id="inf109">
<mml:math id="m132">
<mml:mrow>
<mml:mi>&#x3c0;</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x7c;</mml:mo>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, as shown in <xref ref-type="disp-formula" rid="e24">Equation 24</xref>:<disp-formula id="e24">
<mml:math id="m133">
<mml:mrow>
<mml:mi>J</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi mathvariant="double-struck">E</mml:mi>
<mml:mi>&#x3c0;</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="&#x7c;">
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>k</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:msub>
<mml:mi>N</mml:mi>
<mml:mrow>
<mml:mi>s</mml:mi>
<mml:mi>e</mml:mi>
</mml:mrow>
</mml:msub>
</mml:munderover>
</mml:mstyle>
<mml:msubsup>
<mml:mi>P</mml:mi>
<mml:mrow>
<mml:mi>o</mml:mi>
<mml:mi>c</mml:mi>
<mml:mi>c</mml:mi>
<mml:mi>u</mml:mi>
<mml:mi>r</mml:mi>
</mml:mrow>
<mml:mi>k</mml:mi>
</mml:msubsup>
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>0</mml:mn>
</mml:mrow>
<mml:mi>T</mml:mi>
</mml:munderover>
</mml:mstyle>
<mml:mrow>
<mml:msup>
<mml:mi>&#x3b3;</mml:mi>
<mml:mi>t</mml:mi>
</mml:msup>
<mml:msubsup>
<mml:mi>r</mml:mi>
<mml:mi>t</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(24)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf110">
<mml:math id="m134">
<mml:mrow>
<mml:msubsup>
<mml:mi>r</mml:mi>
<mml:mi>t</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> represents the functional loss or risk cost at time t under earthquake scenario <italic>k</italic>. <inline-formula id="inf111">
<mml:math id="m135">
<mml:mrow>
<mml:mi>&#x3b3;</mml:mi>
<mml:mo>&#x2208;</mml:mo>
<mml:mfenced open="(" close="]" separators="&#x7c;">
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula> is the discount factor, used to balance short-term and long-term resilience performance. Strategy <inline-formula id="inf112">
<mml:math id="m136">
<mml:mrow>
<mml:mi>&#x3c0;</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x7c;</mml:mo>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> represents the probability distribution of selecting action <inline-formula id="inf113">
<mml:math id="m137">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> in state <inline-formula id="inf114">
<mml:math id="m138">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<p>In order to achieve risk minimization, the cumulative loss expectation minimization can be transformed into a value function optimization problem in reinforcement learning (<xref ref-type="bibr" rid="B19">Wang et al., 2025</xref>). Define the state-action value function as <xref ref-type="disp-formula" rid="e25">Equation 25</xref>:<disp-formula id="e25">
<mml:math id="m139">
<mml:mrow>
<mml:msup>
<mml:mi>Q</mml:mi>
<mml:mi>&#x3c0;</mml:mi>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi mathvariant="double-struck">E</mml:mi>
<mml:mi>&#x3c0;</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="&#x7c;">
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:munderover>
<mml:mo>&#x2211;</mml:mo>
<mml:mrow>
<mml:mi>&#x3c4;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mi>T</mml:mi>
</mml:munderover>
</mml:mstyle>
<mml:msup>
<mml:mi>&#x3b3;</mml:mi>
<mml:mrow>
<mml:mi>&#x3c4;</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:msup>
<mml:msubsup>
<mml:mi>r</mml:mi>
<mml:mi>&#x3c4;</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
<mml:mo>&#x7c;</mml:mo>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(25)</label>
</disp-formula>
</p>
<p>Its optimal form satisfies the Bellman equation (<xref ref-type="bibr" rid="B8">Kamruzzaman et al., 2021</xref>), as shown in <xref ref-type="disp-formula" rid="e26">Equation 26</xref>:<disp-formula id="e26">
<mml:math id="m140">
<mml:mrow>
<mml:msup>
<mml:mi>Q</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mi mathvariant="double-struck">E</mml:mi>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="&#x7c;">
<mml:mrow>
<mml:msubsup>
<mml:mi>r</mml:mi>
<mml:mi>t</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>&#x3b3;</mml:mi>
<mml:munder>
<mml:mi>min</mml:mi>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
</mml:munder>
<mml:msup>
<mml:mi>Q</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(26)</label>
</disp-formula>
</p>
<p>This article uses the DQN algorithm and uses the deep neural network <inline-formula id="inf115">
<mml:math id="m141">
<mml:mrow>
<mml:msub>
<mml:mi>Q</mml:mi>
<mml:mi>&#x3b8;</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>s</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> to approximate the optimal value function <inline-formula id="inf116">
<mml:math id="m142">
<mml:mrow>
<mml:msup>
<mml:mi>Q</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>s</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>. In each round of training, the agent collects samples <inline-formula id="inf117">
<mml:math id="m143">
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msubsup>
<mml:mi>r</mml:mi>
<mml:mi>t</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula> from the experience replay pool, and calculates the temporal difference target based on the target network <inline-formula id="inf118">
<mml:math id="m144">
<mml:mrow>
<mml:msub>
<mml:mi>Q</mml:mi>
<mml:mover accent="true">
<mml:mi>&#x3b8;</mml:mi>
<mml:mo>&#xaf;</mml:mo>
</mml:mover>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, as shown in <xref ref-type="disp-formula" rid="e27">Equation 27</xref>:<disp-formula id="e27">
<mml:math id="m145">
<mml:mrow>
<mml:msub>
<mml:mi>y</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:msubsup>
<mml:mi>r</mml:mi>
<mml:mi>t</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>&#x3b3;</mml:mi>
<mml:munder>
<mml:mi>min</mml:mi>
<mml:msup>
<mml:mi>a</mml:mi>
<mml:mo>&#x2032;</mml:mo>
</mml:msup>
</mml:munder>
<mml:msub>
<mml:mi>Q</mml:mi>
<mml:mover accent="true">
<mml:mi>&#x3b8;</mml:mi>
<mml:mo>&#xaf;</mml:mo>
</mml:mover>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msup>
<mml:mi>a</mml:mi>
<mml:mo>&#x2032;</mml:mo>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(27)</label>
</disp-formula>
</p>
<p>Update network parameters by minimizing the weighted mean square error, as shown in <xref ref-type="disp-formula" rid="e28">Equation 28</xref>:<disp-formula id="e28">
<mml:math id="m146">
<mml:mrow>
<mml:mi mathvariant="script">L</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>&#x3b8;</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mi mathvariant="double-struck">E</mml:mi>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="&#x7c;">
<mml:mrow>
<mml:msubsup>
<mml:mi>P</mml:mi>
<mml:mtext>occur</mml:mtext>
<mml:mi>k</mml:mi>
</mml:msubsup>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>Q</mml:mi>
<mml:mi>&#x3b8;</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>y</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(28)</label>
</disp-formula>
</p>
<p>The network adopts a dual network structure to reduce training oscillations, uses an experience replay mechanism to break sample correlation, and adopts an <inline-formula id="inf119">
<mml:math id="m147">
<mml:mrow>
<mml:mi>&#x3b5;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> greedy strategy to balance exploration and utilization (<xref ref-type="bibr" rid="B18">Tao et al., 2024</xref>), as shown in <xref ref-type="disp-formula" rid="e29">Equation 29</xref>:<disp-formula id="e29">
<mml:math id="m148">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c0;</mml:mi>
<mml:mi>&#x3b5;</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x2223;</mml:mo>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mfenced open="{" close="" separators="&#x7c;">
<mml:mrow>
<mml:mtable columnalign="left">
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>&#x3b5;</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mfrac>
<mml:mi>&#x3b5;</mml:mi>
<mml:mrow>
<mml:mfenced open="|" close="|" separators="&#x7c;">
<mml:mrow>
<mml:mi mathvariant="script">A</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mfrac>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:msubsup>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
<mml:mi mathvariant="normal">g</mml:mi>
</mml:msubsup>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:mtd>
<mml:mtd/>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:mfrac>
<mml:mi>&#x3b5;</mml:mi>
<mml:mrow>
<mml:mfenced open="|" close="|" separators="&#x7c;">
<mml:mrow>
<mml:mi mathvariant="script">A</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mfrac>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:mtd>
<mml:mtd>
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x2260;</mml:mo>
<mml:msubsup>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
<mml:mi mathvariant="normal">g</mml:mi>
</mml:msubsup>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:mtd>
<mml:mtd/>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(29)</label>
</disp-formula>
</p>
<p>Where, <inline-formula id="inf120">
<mml:math id="m149">
<mml:mrow>
<mml:mi>&#x3b5;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> represents the exploration probability, <inline-formula id="inf121">
<mml:math id="m150">
<mml:mrow>
<mml:mi>&#x3b5;</mml:mi>
<mml:mo>&#x2208;</mml:mo>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="&#x7c;">
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf122">
<mml:math id="m151">
<mml:mrow>
<mml:mi mathvariant="script">A</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> represents the action set, and <inline-formula id="inf123">
<mml:math id="m152">
<mml:mrow>
<mml:msubsup>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
<mml:mi mathvariant="normal">g</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula> denotes the greedy action in state <inline-formula id="inf124">
<mml:math id="m153">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<p>After multiple rounds of iterations, the <inline-formula id="inf125">
<mml:math id="m154">
<mml:mrow>
<mml:mi>Q</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> network approaches the optimal value function <inline-formula id="inf126">
<mml:math id="m155">
<mml:mrow>
<mml:msup>
<mml:mi>Q</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula>, and the optimal control strategy can be given by the following <xref ref-type="disp-formula" rid="e30">Equation 30</xref>:<disp-formula id="e30">
<mml:math id="m156">
<mml:mrow>
<mml:msup>
<mml:mi>&#x3c0;</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>arg</mml:mi>
<mml:munder>
<mml:mi>min</mml:mi>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:munder>
<mml:msup>
<mml:mi>Q</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>arg</mml:mi>
<mml:munder>
<mml:mi>min</mml:mi>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:munder>
<mml:mi mathvariant="double-struck">E</mml:mi>
<mml:mrow>
<mml:mfenced open="[" close="]" separators="&#x7c;">
<mml:mrow>
<mml:msubsup>
<mml:mi>r</mml:mi>
<mml:mi>t</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>&#x3b3;</mml:mi>
<mml:munder>
<mml:mi>min</mml:mi>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
</mml:munder>
<mml:msup>
<mml:mi>Q</mml:mi>
<mml:mo>&#x2a;</mml:mo>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>,</mml:mo>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(30)</label>
</disp-formula>
</p>
<p>The DRL agent adaptively learns the optimal power grid resource scheduling plan in the interaction of multiple earthquake scenarios, thereby minimizing the risk of power grid resilience assessment under earthquake disaster scenarios and improving the overall seismic resilience level of the system.</p>
</sec>
<sec id="s5">
<label>5</label>
<title>Case study</title>
<p>The IEEE 33-bus standard distribution system is adopted to verify the correctness and effectiveness of the proposed model and method. The spatial relationship between the seismic belt and the power system is illustrated in <xref ref-type="fig" rid="F3">Figure 3</xref>, where the dashed lines represent elliptical isoseismal contours. The power system is located along the short-axis attenuation direction perpendicular to the seismic belt, with the nearest distance of 26.1 km and the farthest distance of 72.3 km from the seismic belt. It is assumed that the seismic belt contains three magnitude intervals: 6.6&#x2013;7.0, 7.1&#x2013;7.5, and 7.6&#x2013;8.0.</p>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption>
<p>The IEEE 33-bus system under the earthquake disaster scenario.</p>
</caption>
<graphic xlink:href="fenrg-14-1765612-g003.tif">
<alt-text content-type="machine-generated">Grid map showing potential earthquake source areas marked as one and two, with a highlighted seismic zone in red. Colored sections are outlined by curved dashed lines in different colors, indicating different zones and boundaries. Black lines with numbered points connect sections across the grid.</alt-text>
</graphic>
</fig>
<p>To verify the effectiveness of the proposed method, the training parameters of the DRL model are set as follows: the learning rate &#x3b1; &#x3d; 0.001 and the discount factor <italic>&#x3b3;</italic> &#x3d; 0.9. The number of training iterations is set to 5,000. <xref ref-type="fig" rid="F4">Figure 4</xref> illustrates the variation of the agent&#x2019;s reward during the training process. As the training progresses, the agent continuously interacts with the environment, accumulates experience, and gradually learns an improved decision-making policy, resulting in higher cumulative rewards.</p>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption>
<p>Reward during the deep reinforcement learning training process.</p>
</caption>
<graphic xlink:href="fenrg-14-1765612-g004.tif">
<alt-text content-type="machine-generated">Line graph showing reward versus iteration. The x-axis ranges from 0 to 5000 iterations, and the y-axis ranges from -7 to -2 in rewards. The reward increases steadily from -6.5 to about -3, where it stabilizes with fluctuations.</alt-text>
</graphic>
</fig>
<p>Taking the fault scenario induced by an earthquake within the potential seismic source zone as an example, the power system is located along the short-axis attenuation direction of the seismic belt, where the PGA attenuates most rapidly. Under this earthquake event, the PGA at the point closest to the epicenter within the power system has decreased to only 0.28 g. The seismic disaster causes line disconnections in the test system at lines 5, 8, 12, 13, 16, 18, and 30. To further evaluate the power supply capability and resilience of the proposed method under seismic disaster scenarios, a non-learning-based power grid resilience assessment and dispatch strategy is adopted as a benchmark for comparison (<xref ref-type="bibr" rid="B9">Lagos et al., 2020</xref>). The load demand and supply conditions for the benchmark method and the proposed method are shown in <xref ref-type="fig" rid="F5">Figure 5</xref>.</p>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption>
<p>Load demand and supply condition under the earthquake disaster scenario.</p>
</caption>
<graphic xlink:href="fenrg-14-1765612-g005.tif">
<alt-text content-type="machine-generated">Graph showing electric load supply in megawatts over 24 hours, with three lines: a red dashed line for demand, light blue bars for a proposed method, and a dark blue line for a comparison method. Demand peaks at around 350 MW at 14:00. The proposed method closely follows demand, while the comparison method lags slightly.</alt-text>
</graphic>
</fig>
<p>As shown in the <xref ref-type="fig" rid="F5">Figure 5</xref>, when multiple transmission lines are disconnected due to the earthquake, the overall power supply capability of the system decreases significantly. The traditional method exhibits a slower dispatch response to damaged lines and critical nodes during the early stage of the earthquake, resulting in a pronounced supply&#x2013;demand gap during peak load periods and delayed recovery of power delivery in certain intervals. In contrast, the proposed method can rapidly identify critical power supply paths and allocate available resources in a more rational manner. As a result, the power supply capability is significantly enhanced, particularly during peak load periods, with an improvement of approximately 12% compared with the benchmark method. Based on this, a comparative analysis of the power grid functional performance under the two methods is presented in <xref ref-type="fig" rid="F6">Figure 6</xref>.</p>
<fig id="F6" position="float">
<label>FIGURE 6</label>
<caption>
<p>Comparison of power grid function.</p>
</caption>
<graphic xlink:href="fenrg-14-1765612-g006.tif">
<alt-text content-type="machine-generated">Line graph showing grid function percentage over 24 hours, with three lines: demand (blue dash), proposed method (red circle), and comparison method (black square). Demand line is constant at 100%. Proposed method fluctuates between 85% and 75%, while comparison method varies between 85% and 65%.</alt-text>
</graphic>
</fig>
<p>As shown in the <xref ref-type="fig" rid="F6">Figure 6</xref>, during the peak electricity demand period from 7:00 to 22:00, the proposed method is able to maintain a higher level of power supply functionality under the same conditions. Beyond the peak period, the overall system functionality under the proposed method also shows significant improvement compared with the benchmark method. In addition, the average decision-making time of the proposed method and the benchmark method was analyzed from the perspective of computational efficiency. The detailed comparison results are presented in <xref ref-type="table" rid="T1">Table 1</xref>.</p>
<table-wrap id="T1" position="float">
<label>TABLE 1</label>
<caption>
<p>Comparison of power grid resilience risk index and average decision-making time.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Evaluation method</th>
<th align="center">Average decision-making time</th>
<th align="center">Daily functional margin</th>
<th align="center">
<inline-formula id="inf127">
<mml:math id="m157">
<mml:mrow>
<mml:msub>
<mml:mi>R</mml:mi>
<mml:mrow>
<mml:mi>p</mml:mi>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">Proposed method</td>
<td align="center">0.18s</td>
<td align="center">1869.17</td>
<td align="center">432.81</td>
</tr>
<tr>
<td align="center">Comparison method</td>
<td align="center">1.5s</td>
<td align="center">1733.59</td>
<td align="center">546.12</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>As shown in <xref ref-type="table" rid="T1">Table 1</xref>, based on the proposed method for minimizing the power grid resilience risk index, the overall functional loss of the system is reduced by 18.1% compared with the traditional method. This demonstrates that the proposed method can guide more reasonable power allocation under earthquake disaster conditions, thereby effectively ensuring the functional integrity of the power system. Furthermore, the average decision-making time of the benchmark method is approximately 1.5 s, whereas the proposed method requires 0.18 s per decision, resulting in an improvement of 88.7% in decision-making efficiency for power grid resilience assessment and risk-minimizing dispatch under earthquake disaster conditions.</p>
<p>The resilience level not only captures the functional losses caused by line faults, but also accounts for the impacts of load supply&#x2013;demand imbalances and power shortages. <xref ref-type="fig" rid="F7">Figure 7</xref> illustrates the variations of the power grid resilience level and the grid function expectation over time under the earthquake scenario.</p>
<fig id="F7" position="float">
<label>FIGURE 7</label>
<caption>
<p>Resilience level of the power grid under the earthquake disaster scenario.</p>
</caption>
<graphic xlink:href="fenrg-14-1765612-g007.tif">
<alt-text content-type="machine-generated">Bar chart showing grid function expectations and resilience levels over 24 hours. The vertical axis represents grid function percentage from 0 to 100, and the horizontal axis represents time in hours. Each hour displays a bar with a dark blue section for grid function expectation and a hatched light blue section for grid resilience level. Resilience levels fluctuate slightly while maintaining at or above the grid function expectation throughout the day.</alt-text>
</graphic>
</fig>
<p>During the evaluation of power grid resilience, it is observed that faults occurring on some transmission lines do not necessarily lead to a significant degradation of system functionality, and the impacts of line outages on the overall functional level of the power grid vary considerably. To further investigate the risk characteristics of individual transmission lines under earthquake conditions and their influence on the overall grid functionality, this study statistically analyzes the transmission lines with relatively high fault probabilities, as summarized in <xref ref-type="table" rid="T2">Table 2</xref>, and comparatively evaluates the impacts of their outages on system functional performance, as illustrated in <xref ref-type="fig" rid="F8">Figure 8</xref>.</p>
<table-wrap id="T2" position="float">
<label>TABLE 2</label>
<caption>
<p>Statistics of vulnerable line failures under the earthquake disaster scenario.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Line ID</th>
<th align="center">Number of faults</th>
<th align="center">Fault proportion</th>
<th align="center">Line ID</th>
<th align="center">Number of faults</th>
<th align="center">Fault proportion</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">19</td>
<td align="center">7,289</td>
<td align="center">65.78%</td>
<td align="center">4</td>
<td align="center">6,304</td>
<td align="center">56.19%</td>
</tr>
<tr>
<td align="center">18</td>
<td align="center">7,138</td>
<td align="center">65.69%</td>
<td align="center">22</td>
<td align="center">6,292</td>
<td align="center">56.17%</td>
</tr>
<tr>
<td align="center">21</td>
<td align="center">7,102</td>
<td align="center">65.63%</td>
<td align="center">2</td>
<td align="center">6,183</td>
<td align="center">55.83%</td>
</tr>
<tr>
<td align="center">20</td>
<td align="center">7,021</td>
<td align="center">65.36%</td>
<td align="center">3</td>
<td align="center">6,136</td>
<td align="center">55.68%</td>
</tr>
<tr>
<td align="center">23</td>
<td align="center">6,325</td>
<td align="center">56.37%</td>
<td align="center">5</td>
<td align="center">5,670</td>
<td align="center">50.25%</td>
</tr>
</tbody>
</table>
</table-wrap>
<fig id="F8" position="float">
<label>FIGURE 8</label>
<caption>
<p>Grid function loss caused by vulnerable line.</p>
</caption>
<graphic xlink:href="fenrg-14-1765612-g008.tif">
<alt-text content-type="machine-generated">Bar chart illustrating grid function loss percentages for various line IDs. Line2 has the highest loss at just over 4 percent, followed by Line18, Line3, Line4, and others. The lowest loss is recorded by Line21, just above 0.5 percent. The x-axis represents grid function loss in percentage, and the y-axis lists the line IDs.</alt-text>
</graphic>
</fig>
<p>Based on the above case study results, when an earthquake occurs within the potential seismic source zone, the numbers of line disconnection events for Lines 2, 18, 3, 4, and 23 reach 6,183, 7,138, 6,136, 6,304, and 6,325, respectively. These five lines exhibit a strong correlation with the overall system functionality, and their outages result in pronounced functional losses of the power grid. Therefore, they should be identified as critical components for seismic disaster mitigation, where targeted pre-disaster reinforcement and strengthening measures are necessary to effectively reduce earthquake-induced line failure risks and enhance the power supply reliability and overall resilience of the grid under extreme events.</p>
</sec>
<sec sec-type="conclusion" id="s6">
<label>6</label>
<title>Conclusion</title>
<p>To address the power grid resilience risk problem under earthquakes and other extreme disasters, this paper proposes a resilience risk minimization strategy for power grids under earthquake disaster scenarios based on DRL. The main research conclusions are summarized as follows:<list list-type="order">
<list-item>
<p>A multi-source earthquake fault scenario generation model is developed. By jointly considering the spatial heterogeneity of seismic belts and the attenuation characteristics of ground motion with distance, the proposed model more realistically captures the randomness and regional correlation of power grid component failures under seismic disasters. This provides high-credibility disaster scenario inputs for resilience assessment and dispatch optimization, effectively overcoming the overly idealized assumptions commonly adopted in traditional scenario construction methods.</p>
</list-item>
<list-item>
<p>A quantitative resilience risk assessment model for power grids under earthquake disasters is established. By integrating line failure probabilities, functional loss, and system operational performance, the proposed model explicitly characterizes the impact of seismic events on power supply capability and operating states, thereby providing clear and quantifiable optimization objectives for subsequent dispatch strategy design and enhancing the practical applicability of resilience assessment results.</p>
</list-item>
<list-item>
<p>By incorporating a deep reinforcement learning algorithm, an earthquake-oriented resilience risk minimization dispatch strategy for power grids is proposed. The proposed method enables rapid policy updates and dynamic decision-making under earthquake disaster scenarios. Simulation results demonstrate that, compared with traditional methods, the proposed strategy reduces the overall functional loss of the power grid by 18.1%, significantly mitigating resilience risks while improving post-disaster power supply capability and operational reliability.</p>
</list-item>
</list>
</p>
</sec>
</body>
<back>
<sec sec-type="data-availability" id="s7">
<title>Data availability statement</title>
<p>The original contributions presented in the study are included in the article/supplementary material, further inquiries can be directed to the corresponding author.</p>
</sec>
<sec sec-type="author-contributions" id="s8">
<title>Author contributions</title>
<p>LL: Software, Conceptualization, Methodology, Funding acquisition, Writing &#x2013; original draft. HZ: Conceptualization, Investigation, Validation, Writing &#x2013; review and editing. YT: Methodology, Writing &#x2013; review and editing, Formal Analysis, Visualization. QW: Writing &#x2013; review and editing, Resources, Project administration, Data curation. ZL: Methodology, Writing &#x2013; review and editing, Resources. SL: Resources, Writing &#x2013; review and editing, Methodology. GQ: Formal Analysis, Writing &#x2013; review and editing, Supervision.</p>
</sec>
<sec sec-type="COI-statement" id="s10">
<title>Conflict of interest</title>
<p>Authors LL, HZ, YT, and QW were employed by Southwest Branch, State Grid Corporation of China.</p>
<p>The remaining author(s) declared that this work was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.</p>
<p>The authors declared that this work received funding from State Grid Corporation of China Southwest Branch. The funder was involved in the study design, data collection, analysis, interpretation, and writing of this article.</p>
</sec>
<sec sec-type="ai-statement" id="s11">
<title>Generative AI statement</title>
<p>The author(s) declared that generative AI was not used in the creation of this manuscript.</p>
<p>Any alternative text (alt text) provided alongside figures in this article has been generated by Frontiers with the support of artificial intelligence and reasonable efforts have been made to ensure accuracy, including review by the authors wherever possible. If you identify any issues, please contact us.</p>
</sec>
<sec sec-type="disclaimer" id="s12">
<title>Publisher&#x2019;s note</title>
<p>All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.</p>
</sec>
<ref-list>
<title>References</title>
<ref id="B1">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Amani-Jouneghani</surname>
<given-names>F.</given-names>
</name>
<name>
<surname>Fotuhi-Firuzabad</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Moeini-Aghtaie</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Dehghanian</surname>
<given-names>P.</given-names>
</name>
</person-group> (<year>2025</year>). <article-title>Seismic resilience assessment of electric power distribution networks</article-title>. <source>IEEE Trans. Power Deliv.</source> <volume>40</volume>, <fpage>387</fpage>&#x2013;<lpage>397</lpage>. <pub-id pub-id-type="doi">10.1109/TPWRD.2024.3378377</pub-id>
</mixed-citation>
</ref>
<ref id="B2">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Chen</surname>
<given-names>Y.</given-names>
</name>
<name>
<surname>Zhu</surname>
<given-names>J.</given-names>
</name>
<name>
<surname>Liu</surname>
<given-names>Y.</given-names>
</name>
<name>
<surname>Zhang</surname>
<given-names>L.</given-names>
</name>
<name>
<surname>Zhou</surname>
<given-names>J.</given-names>
</name>
</person-group> (<year>2023</year>). <article-title>Distributed hierarchical deep reinforcement learning for large-scale grid emergency control</article-title>. <source>IEEE Trans. Power Syst.</source> <volume>39</volume>, <fpage>4446</fpage>&#x2013;<lpage>4458</lpage>. <pub-id pub-id-type="doi">10.1109/TPWRS.2023.3298486</pub-id>
</mixed-citation>
</ref>
<ref id="B3">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Chiou</surname>
<given-names>B. S.-J.</given-names>
</name>
<name>
<surname>Youngs</surname>
<given-names>R. R.</given-names>
</name>
</person-group> (<year>2008</year>). <article-title>An NGA model for the average horizontal component of peak ground motion and response spectra</article-title>. <source>Earthq. Spectra</source> <volume>24</volume>, <fpage>173</fpage>&#x2013;<lpage>215</lpage>. <pub-id pub-id-type="doi">10.1193/1.2894832</pub-id>
</mixed-citation>
</ref>
<ref id="B4">
<mixed-citation publication-type="confproc">
<person-group person-group-type="author">
<name>
<surname>Ekisheva</surname>
<given-names>S.</given-names>
</name>
<name>
<surname>Dobson</surname>
<given-names>I.</given-names>
</name>
<name>
<surname>Rieder</surname>
<given-names>R.</given-names>
</name>
<name>
<surname>Pavlova</surname>
<given-names>I.</given-names>
</name>
</person-group> (<year>2022</year>). &#x201c;<article-title>Assessing transmission resilience during extreme weather with outage and restore processes</article-title>,&#x201d; in <source>2022 17th International Conference on Probabilistic Methods Applied to Power Systems (PMAPS)</source> (<publisher-loc>Manchester</publisher-loc>: <publisher-name>IEEE</publisher-name>), <fpage>1</fpage>&#x2013;<lpage>6</lpage>. <pub-id pub-id-type="doi">10.1109/PMAPS53380.2022.9810620</pub-id>
</mixed-citation>
</ref>
<ref id="B5">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Guo</surname>
<given-names>X.</given-names>
</name>
<name>
<surname>Li</surname>
<given-names>H.</given-names>
</name>
<name>
<surname>Zhang</surname>
<given-names>H.</given-names>
</name>
</person-group> (<year>2025</year>). <article-title>Damage risk assessment of transmission towers based on the combined probability spatial-temporal distribution of strong winds and earthquakes</article-title>. <source>Reliab. Eng. Syst. Saf.</source> <volume>261</volume>, <fpage>111078</fpage>. <pub-id pub-id-type="doi">10.1016/j.ress.2025.111078</pub-id>
</mixed-citation>
</ref>
<ref id="B6">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Huang</surname>
<given-names>Q.</given-names>
</name>
<name>
<surname>Huang</surname>
<given-names>R.</given-names>
</name>
<name>
<surname>Hao</surname>
<given-names>W.</given-names>
</name>
<name>
<surname>Tan</surname>
<given-names>J.</given-names>
</name>
<name>
<surname>Fan</surname>
<given-names>R.</given-names>
</name>
<name>
<surname>Huang</surname>
<given-names>Z.</given-names>
</name>
</person-group> (<year>2019</year>). <article-title>Adaptive power system emergency control using deep reinforcement learning</article-title>. <source>IEEE Trans. Smart Grid</source> <volume>11</volume>, <fpage>1171</fpage>&#x2013;<lpage>1182</lpage>. <pub-id pub-id-type="doi">10.1109/TSG.2019.2933191</pub-id>
</mixed-citation>
</ref>
<ref id="B7">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Jufri</surname>
<given-names>F. H.</given-names>
</name>
<name>
<surname>Widiputra</surname>
<given-names>V.</given-names>
</name>
<name>
<surname>Jung</surname>
<given-names>J.</given-names>
</name>
</person-group> (<year>2019</year>). <article-title>State-of-the-art review on power grid resilience to extreme weather events: definitions, frameworks, quantitative assessment methodologies, and enhancement strategies</article-title>. <source>Appl. Energy</source> <volume>239</volume>, <fpage>1049</fpage>&#x2013;<lpage>1065</lpage>. <pub-id pub-id-type="doi">10.1016/j.apenergy.2019.01.079</pub-id>
</mixed-citation>
</ref>
<ref id="B8">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Kamruzzaman</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Duan</surname>
<given-names>J.</given-names>
</name>
<name>
<surname>Shi</surname>
<given-names>D.</given-names>
</name>
<name>
<surname>Benidris</surname>
<given-names>M.</given-names>
</name>
</person-group> (<year>2021</year>). <article-title>A deep reinforcement learning-based multi-agent framework to enhance power system resilience using shunt resources</article-title>. <source>IEEE Trans. Power Syst.</source> <volume>36</volume>, <fpage>5525</fpage>&#x2013;<lpage>5536</lpage>. <pub-id pub-id-type="doi">10.1109/TPWRS.2021.3076839</pub-id>
</mixed-citation>
</ref>
<ref id="B9">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Lagos</surname>
<given-names>T.</given-names>
</name>
<name>
<surname>Moreno</surname>
<given-names>R.</given-names>
</name>
<name>
<surname>Espinosa</surname>
<given-names>A. N.</given-names>
</name>
<name>
<surname>Panteli</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Sacco</surname>
<given-names>A.</given-names>
</name>
<name>
<surname>Mancarella</surname>
<given-names>P.</given-names>
</name>
<etal/>
</person-group> (<year>2020</year>). <article-title>Identifying optimal portfolios of resilient network investments against natural hazards, with applications to earthquakes</article-title>. <source>IEEE Trans. Power Syst.</source> <volume>35</volume>, <fpage>1411</fpage>&#x2013;<lpage>1421</lpage>. <pub-id pub-id-type="doi">10.1109/TPWRS.2019.2945289</pub-id>
</mixed-citation>
</ref>
<ref id="B10">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Liu</surname>
<given-names>J.</given-names>
</name>
<name>
<surname>Tian</surname>
<given-names>L.</given-names>
</name>
<name>
<surname>Zhang</surname>
<given-names>R.</given-names>
</name>
<name>
<surname>Wang</surname>
<given-names>H.</given-names>
</name>
<name>
<surname>Yang</surname>
<given-names>M.</given-names>
</name>
</person-group> (<year>2025</year>). <article-title>Performance-based failure risk evaluation of transmission tower-line systems subjected to sequential earthquakes</article-title>. <source>J. Constr. Steel Res.</source> <volume>234</volume>, <fpage>109730</fpage>. <pub-id pub-id-type="doi">10.1016/j.jcsr.2024.109730</pub-id>
</mixed-citation>
</ref>
<ref id="B11">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Munikoti</surname>
<given-names>S.</given-names>
</name>
<name>
<surname>Lai</surname>
<given-names>K.</given-names>
</name>
<name>
<surname>Natarajan</surname>
<given-names>B.</given-names>
</name>
</person-group> (<year>2021</year>). <article-title>Robustness assessment of hetero-functional graph theory based model of interdependent urban utility networks</article-title>. <source>Reliab. Eng. Syst. Saf.</source> <volume>212</volume>, <fpage>107627</fpage>. <pub-id pub-id-type="doi">10.1016/j.ress.2021.107627</pub-id>
</mixed-citation>
</ref>
<ref id="B12">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Nazemi</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Dehghanian</surname>
<given-names>P.</given-names>
</name>
</person-group> (<year>2020</year>). <article-title>Seismic-resilient bulk power grids: hazard characterization, modeling, and mitigation</article-title>. <source>IEEE Trans. Eng.</source> <volume>67</volume>, <fpage>614</fpage>&#x2013;<lpage>630</lpage>. <pub-id pub-id-type="doi">10.1109/TEM.2019.2900405</pub-id>
</mixed-citation>
</ref>
<ref id="B13">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Nazemi</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Moeini-Aghtaie</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Fotuhi-Firuzabad</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Dehghanian</surname>
<given-names>P.</given-names>
</name>
</person-group> (<year>2020</year>). <article-title>Energy storage planning for enhanced resilience of power distribution networks against earthquakes</article-title>. <source>IEEE Trans. Sustain. Energy</source> <volume>11</volume>, <fpage>795</fpage>&#x2013;<lpage>806</lpage>. <pub-id pub-id-type="doi">10.1109/TSTE.2019.2907604</pub-id>
</mixed-citation>
</ref>
<ref id="B14">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Panteli</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Mancarella</surname>
<given-names>P.</given-names>
</name>
</person-group> (<year>2015</year>). <article-title>The grid: stronger, bigger, smarter? presenting a conceptual framework of power system resilience</article-title>. <source>IEEE Power Energy Mag.</source> <volume>13</volume>, <fpage>58</fpage>&#x2013;<lpage>66</lpage>. <pub-id pub-id-type="doi">10.1109/MPE.2015.2397334</pub-id>
</mixed-citation>
</ref>
<ref id="B15">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Poiata</surname>
<given-names>N.</given-names>
</name>
<name>
<surname>Satriano</surname>
<given-names>C.</given-names>
</name>
<name>
<surname>Vilotte</surname>
<given-names>J. P.</given-names>
</name>
<name>
<surname>Bernard</surname>
<given-names>P.</given-names>
</name>
<name>
<surname>Obara</surname>
<given-names>K.</given-names>
</name>
</person-group> (<year>2016</year>). <article-title>Multiband array detection and location of seismic sources recorded by dense seismic networks</article-title>. <source>Geophys. J. Int.</source> <volume>205</volume>, <fpage>1548</fpage>&#x2013;<lpage>1573</lpage>. <pub-id pub-id-type="doi">10.1093/gji/ggw104</pub-id>
</mixed-citation>
</ref>
<ref id="B16">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Sbihi</surname>
<given-names>A.</given-names>
</name>
<name>
<surname>Mastere</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Benzougagh</surname>
<given-names>B.</given-names>
</name>
<name>
<surname>Rysbeshov</surname>
<given-names>A.</given-names>
</name>
<name>
<surname>Khedher</surname>
<given-names>K. M.</given-names>
</name>
<name>
<surname>Spalevic</surname>
<given-names>V.</given-names>
</name>
<etal/>
</person-group> (<year>2025</year>). <article-title>Probabilistic modeling of earthquake recurrence and magnitude for enhanced geohazard assessment and infrastructure resilience</article-title>. <source>Eng. Geol.</source> <volume>345</volume>, <fpage>108269</fpage>. <pub-id pub-id-type="doi">10.1016/j.enggeo.2024.108269</pub-id>
</mixed-citation>
</ref>
<ref id="B17">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Tang</surname>
<given-names>L.</given-names>
</name>
<name>
<surname>Han</surname>
<given-names>Y.</given-names>
</name>
<name>
<surname>Zalhaf</surname>
<given-names>A. S.</given-names>
</name>
<name>
<surname>Yang</surname>
<given-names>P.</given-names>
</name>
<name>
<surname>Xu</surname>
<given-names>G.</given-names>
</name>
<name>
<surname>Wang</surname>
<given-names>C.</given-names>
</name>
<etal/>
</person-group> (<year>2024</year>). <article-title>Resilience enhancement of active distribution networks under extreme disaster scenarios: a comprehensive overview of fault location strategies</article-title>. <source>Renew. Sustain. Energy Rev.</source> <volume>189</volume>, <fpage>113898</fpage>. <pub-id pub-id-type="doi">10.1016/j.rser.2023.113898</pub-id>
</mixed-citation>
</ref>
<ref id="B18">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Tao</surname>
<given-names>X. R.</given-names>
</name>
<name>
<surname>Pan</surname>
<given-names>Q. K.</given-names>
</name>
<name>
<surname>Gao</surname>
<given-names>L.</given-names>
</name>
</person-group> (<year>2024</year>). <article-title>An iterated greedy algorithm with reinforcement learning for distributed hybrid flowshop problems with job merging</article-title>. <source>IEEE Trans. Evol. Comput.</source> <volume>29</volume>, <fpage>589</fpage>&#x2013;<lpage>600</lpage>. <pub-id pub-id-type="doi">10.1109/TEVC.2024.3443874</pub-id>
</mixed-citation>
</ref>
<ref id="B19">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Wang</surname>
<given-names>B.</given-names>
</name>
<name>
<surname>Baziar</surname>
<given-names>A.</given-names>
</name>
<name>
<surname>Askari</surname>
<given-names>M.</given-names>
</name>
</person-group> (<year>2025</year>). <article-title>A deep reinforcement learning framework for adaptive resiliency enhancement in smart power grids</article-title>. <source>IEEE Access</source>. <pub-id pub-id-type="doi">10.1109/ACCESS.2024.3417758</pub-id>
</mixed-citation>
</ref>
<ref id="B20">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Yang</surname>
<given-names>Z.</given-names>
</name>
<name>
<surname>Dehghanian</surname>
<given-names>P.</given-names>
</name>
<name>
<surname>Nazemi</surname>
<given-names>M.</given-names>
</name>
</person-group> (<year>2020</year>). <article-title>Seismic-resilient electric power distribution systems: harnessing the mobility of power sources</article-title>. <source>IEEE Trans. Ind. Appl.</source> <volume>56</volume>, <fpage>2304</fpage>&#x2013;<lpage>2313</lpage>. <pub-id pub-id-type="doi">10.1109/TIA.2020.2971449</pub-id>
</mixed-citation>
</ref>
<ref id="B21">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Yang</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Qiu</surname>
<given-names>G.</given-names>
</name>
<name>
<surname>Liu</surname>
<given-names>J.</given-names>
</name>
<name>
<surname>Liu</surname>
<given-names>Y.</given-names>
</name>
<name>
<surname>Liu</surname>
<given-names>T.</given-names>
</name>
<name>
<surname>Tang</surname>
<given-names>Z.</given-names>
</name>
<etal/>
</person-group> (<year>2024</year>). <article-title>Topology-transferable physics-guided graph neural network for real-time optimal power flow</article-title>. <source>IEEE Trans. Ind. Inf.</source> <volume>20</volume>, <fpage>10857</fpage>&#x2013;<lpage>10872</lpage>. <pub-id pub-id-type="doi">10.1109/TII.2024.3398058</pub-id>
</mixed-citation>
</ref>
<ref id="B22">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Yang</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Qiu</surname>
<given-names>G.</given-names>
</name>
<name>
<surname>Liu</surname>
<given-names>J.</given-names>
</name>
<name>
<surname>Liu</surname>
<given-names>Y.</given-names>
</name>
<name>
<surname>Tang</surname>
<given-names>Z.</given-names>
</name>
<name>
<surname>Zhang</surname>
<given-names>C.</given-names>
</name>
<etal/>
</person-group> (<year>2025</year>). <article-title>Control mode switching-enabled physics-guided multiagent graph learning for real-time AC/DC power flow</article-title>. <source>IEEE Trans. Ind. Inf.</source> <volume>21</volume>, <fpage>8339</fpage>&#x2013;<lpage>8350</lpage>. <pub-id pub-id-type="doi">10.1109/TII.2024.3410291</pub-id>
</mixed-citation>
</ref>
<ref id="B23">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Yi</surname>
<given-names>L.</given-names>
</name>
<name>
<surname>Ding</surname>
<given-names>M.</given-names>
</name>
<name>
<surname>Wang</surname>
<given-names>J.</given-names>
</name>
<name>
<surname>Qiu</surname>
<given-names>G.</given-names>
</name>
<name>
<surname>Xue</surname>
<given-names>F.</given-names>
</name>
<name>
<surname>Liu</surname>
<given-names>J.</given-names>
</name>
<etal/>
</person-group> (<year>2023</year>). <article-title>A scenario-classification hybrid-based banding method for power transfer limits of critical inter-corridors</article-title>. <source>J. Mod. Power Syst. Clean. Energy</source> <volume>12</volume>, <fpage>547</fpage>&#x2013;<lpage>560</lpage>. <pub-id pub-id-type="doi">10.35833/MPCE.2022.000791</pub-id>
</mixed-citation>
</ref>
<ref id="B24">
<mixed-citation publication-type="journal">
<person-group person-group-type="author">
<name>
<surname>Zhou</surname>
<given-names>Y.</given-names>
</name>
<name>
<surname>Zhang</surname>
<given-names>B.</given-names>
</name>
<name>
<surname>Xu</surname>
<given-names>C.</given-names>
</name>
<name>
<surname>Lan</surname>
<given-names>T.</given-names>
</name>
<name>
<surname>Diao</surname>
<given-names>R.</given-names>
</name>
<name>
<surname>Shi</surname>
<given-names>D.</given-names>
</name>
<etal/>
</person-group> (<year>2020</year>). <article-title>A data-driven method for fast AC optimal power flow solutions <italic>via</italic> deep reinforcement learning</article-title>. <source>J. Mod. Power Syst. Clean. Energy</source> <volume>8</volume>, <fpage>1128</fpage>&#x2013;<lpage>1139</lpage>. <pub-id pub-id-type="doi">10.35833/MPCE.2020.000522</pub-id>
</mixed-citation>
</ref>
</ref-list>
<fn-group>
<fn fn-type="custom" custom-type="edited-by">
<p>
<bold>Edited by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/3061796/overview">Xianbo Wang</ext-link>, Zhejiang University, China</p>
</fn>
<fn fn-type="custom" custom-type="reviewed-by">
<p>
<bold>Reviewed by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1955917/overview">Wei Yang</ext-link>, Southwest Petroleum University, China</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/3288682/overview">Xianbang Chen</ext-link>, Cornell University, United States</p>
</fn>
</fn-group>
<sec id="s13">
<title>Nomenclature</title>
<def-list>
<def-item>
<term id="G1-fenrg.2026.1765612">
<inline-formula id="inf128">
<mml:math id="m158">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">M</mml:mi>
<mml:mn mathvariant="bold">0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>onset magnitude in the seismic statistical area</p>
</def>
</def-item>
<def-item>
<term id="G2-fenrg.2026.1765612">
<inline-formula id="inf130">
<mml:math id="m160">
<mml:mrow>
<mml:mi mathvariant="bold-italic">b</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>G&#x2212;R relationship coefficient of the seismic statistical area</p>
</def>
</def-item>
<def-item>
<term id="G3-fenrg.2026.1765612">
<inline-formula id="inf131">
<mml:math id="m161">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">M</mml:mi>
<mml:mi mathvariant="bold-italic">i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>intermediate value of the <inline-formula id="inf132">
<mml:math id="m162">
<mml:mrow>
<mml:mi>i</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>earthquake magnitude</p>
</def>
</def-item>
<def-item>
<term id="G4-fenrg.2026.1765612">
<inline-formula id="inf133">
<mml:math id="m163">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">N</mml:mi>
<mml:mi mathvariant="bold-italic">k</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>number of scatter points in the <inline-formula id="inf134">
<mml:math id="m164">
<mml:mrow>
<mml:mi>k</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>potential source area</p>
</def>
</def-item>
<def-item>
<term id="G5-fenrg.2026.1765612">
<inline-formula id="inf135">
<mml:math id="m165">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">&#x3bc;</mml:mi>
<mml:mi mathvariant="bold-italic">j</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>Boolean constants</p>
</def>
</def-item>
<def-item>
<term id="G6-fenrg.2026.1765612">
<inline-formula id="inf136">
<mml:math id="m166">
<mml:mrow>
<mml:mi mathvariant="bold-italic">I</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>earthquake intensity away from the earthquake source</p>
</def>
</def-item>
<def-item>
<term id="G7-fenrg.2026.1765612">
<inline-formula id="inf137">
<mml:math id="m167">
<mml:mrow>
<mml:mi mathvariant="bold-italic">Y</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>peak ground acceleration PGA</p>
</def>
</def-item>
<def-item>
<term id="G8-fenrg.2026.1765612">
<inline-formula id="inf138">
<mml:math id="m168">
<mml:mrow>
<mml:mi mathvariant="bold-italic">R</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>epicentral distance</p>
</def>
</def-item>
<def-item>
<term id="G9-fenrg.2026.1765612">
<inline-formula id="inf139">
<mml:math id="m169">
<mml:mrow>
<mml:mi mathvariant="bold">&#x3a6;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>standard normal distribution function</p>
</def>
</def-item>
<def-item>
<term id="G10-fenrg.2026.1765612">
<inline-formula id="inf140">
<mml:math id="m170">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">P</mml:mi>
<mml:mrow>
<mml:mi mathvariant="bold-italic">t</mml:mi>
<mml:mi mathvariant="bold-italic">o</mml:mi>
<mml:mi mathvariant="bold-italic">w</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
<mml:mi mathvariant="bold-italic">r</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi mathvariant="bold-italic">a</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>probability of collapse of the <inline-formula id="inf141">
<mml:math id="m171">
<mml:mrow>
<mml:mi>a</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> tower</p>
</def>
</def-item>
<def-item>
<term id="G11-fenrg.2026.1765612">
<inline-formula id="inf142">
<mml:math id="m172">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">P</mml:mi>
<mml:mrow>
<mml:mi mathvariant="bold-italic">l</mml:mi>
<mml:mi mathvariant="bold-italic">i</mml:mi>
<mml:mi mathvariant="bold-italic">n</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi mathvariant="bold-italic">b</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>probability of failure of the <inline-formula id="inf143">
<mml:math id="m173">
<mml:mrow>
<mml:mi>b</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> power grid line</p>
</def>
</def-item>
<def-item>
<term id="G12-fenrg.2026.1765612">
<inline-formula id="inf144">
<mml:math id="m174">
<mml:mrow>
<mml:msubsup>
<mml:mi mathvariant="bold">&#x3a9;</mml:mi>
<mml:mi mathvariant="bold-italic">b</mml:mi>
<mml:mrow>
<mml:mi mathvariant="bold-italic">l</mml:mi>
<mml:mi mathvariant="bold-italic">i</mml:mi>
<mml:mi mathvariant="bold-italic">n</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>set of all towers on the <inline-formula id="inf145">
<mml:math id="m175">
<mml:mrow>
<mml:mi>b</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> power grid line</p>
</def>
</def-item>
<def-item>
<term id="G13-fenrg.2026.1765612">
<inline-formula id="inf146">
<mml:math id="m176">
<mml:mrow>
<mml:mi mathvariant="bold-italic">n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>total number of nodes</p>
</def>
</def-item>
<def-item>
<term id="G14-fenrg.2026.1765612">
<inline-formula id="inf147">
<mml:math id="m177">
<mml:mrow>
<mml:mi mathvariant="bold-italic">m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>total number of line</p>
</def>
</def-item>
<def-item>
<term id="G15-fenrg.2026.1765612">
<inline-formula id="inf148">
<mml:math id="m178">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">A</mml:mi>
<mml:mrow>
<mml:mi mathvariant="bold-italic">n</mml:mi>
<mml:mi mathvariant="bold-italic">m</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>correlation degree between node <italic>n</italic> and line <italic>m</italic>
</p>
</def>
</def-item>
<def-item>
<term id="G16-fenrg.2026.1765612">
<inline-formula id="inf149">
<mml:math id="m179">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">P</mml:mi>
<mml:mi mathvariant="bold-italic">m</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>transmission power of line <italic>m</italic>
</p>
</def>
</def-item>
<def-item>
<term id="G17-fenrg.2026.1765612">
<inline-formula id="inf150">
<mml:math id="m180">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">&#x3b4;</mml:mi>
<mml:mi mathvariant="bold-italic">n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>load level weight</p>
</def>
</def-item>
<def-item>
<term id="G18-fenrg.2026.1765612">
<inline-formula id="inf151">
<mml:math id="m181">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">&#x3c9;</mml:mi>
<mml:mi mathvariant="bold-italic">n</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>node importance weight</p>
</def>
</def-item>
<def-item>
<term id="G19-fenrg.2026.1765612">
<inline-formula id="inf152">
<mml:math id="m182">
<mml:mrow>
<mml:mo mathvariant="bold">&#x394;</mml:mo>
<mml:msubsup>
<mml:mi mathvariant="bold-italic">P</mml:mi>
<mml:mi mathvariant="bold-italic">n</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi mathvariant="bold-italic">k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>actual power supply loss of node <italic>n</italic>
</p>
</def>
</def-item>
<def-item>
<term id="G20-fenrg.2026.1765612">
<inline-formula id="inf153">
<mml:math id="m183">
<mml:mrow>
<mml:msubsup>
<mml:mi mathvariant="bold-italic">&#x3c4;</mml:mi>
<mml:mrow>
<mml:mi mathvariant="bold-italic">E</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi mathvariant="bold-italic">n</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi mathvariant="bold-italic">k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>regional failure probability caused by earthquake</p>
</def>
</def-item>
<def-item>
<term id="G21-fenrg.2026.1765612">
<inline-formula id="inf154">
<mml:math id="m184">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">N</mml:mi>
<mml:mrow>
<mml:mi mathvariant="bold-italic">s</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>total number of earthquake scenarios</p>
</def>
</def-item>
<def-item>
<term id="G22-fenrg.2026.1765612">
<inline-formula id="inf155">
<mml:math id="m185">
<mml:mrow>
<mml:msubsup>
<mml:mi mathvariant="bold-italic">P</mml:mi>
<mml:mi mathvariant="bold">occur</mml:mi>
<mml:mi>k</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>probability of occurrence of earthquake scenario number <italic>k</italic>
</p>
</def>
</def-item>
<def-item>
<term id="G23-fenrg.2026.1765612">
<inline-formula id="inf156">
<mml:math id="m186">
<mml:mrow>
<mml:mi mathvariant="bold-italic">E</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:msubsup>
<mml:mi mathvariant="bold-italic">L</mml:mi>
<mml:mrow>
<mml:mi mathvariant="bold-italic">p</mml:mi>
<mml:mi mathvariant="bold-italic">s</mml:mi>
</mml:mrow>
<mml:mi mathvariant="bold-italic">k</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>expectation of grid function loss value under earthquake scenario number <italic>k</italic>
</p>
</def>
</def-item>
<def-item>
<term id="G24-fenrg.2026.1765612">
<inline-formula id="inf157">
<mml:math id="m187">
<mml:mrow>
<mml:msubsup>
<mml:mi mathvariant="bold-italic">R</mml:mi>
<mml:mi mathvariant="bold-italic">j</mml:mi>
<mml:mrow>
<mml:mi mathvariant="bold-italic">p</mml:mi>
<mml:mi mathvariant="bold-italic">s</mml:mi>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>grid resilience risk index</p>
</def>
</def-item>
<def-item>
<term id="G25-fenrg.2026.1765612">
<inline-formula id="inf158">
<mml:math id="m188">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">s</mml:mi>
<mml:mi mathvariant="bold-italic">t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>system state</p>
</def>
</def-item>
<def-item>
<term id="G26-fenrg.2026.1765612">
<inline-formula id="inf159">
<mml:math id="m189">
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold-italic">a</mml:mi>
<mml:mi mathvariant="bold-italic">t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>action</p>
</def>
</def-item>
<def-item>
<term id="G27-fenrg.2026.1765612">
<inline-formula id="inf160">
<mml:math id="m190">
<mml:mrow>
<mml:msubsup>
<mml:mi mathvariant="bold-italic">r</mml:mi>
<mml:mi mathvariant="bold-italic">t</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="&#x7c;">
<mml:mrow>
<mml:mi mathvariant="bold-italic">k</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>risk cost at time t under earthquake scenario <italic>k</italic>
</p>
</def>
</def-item>
<def-item>
<term id="G28-fenrg.2026.1765612">
<inline-formula id="inf161">
<mml:math id="m191">
<mml:mrow>
<mml:mi mathvariant="bold-italic">&#x3b3;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>discount factor</p>
</def>
</def-item>
<def-item>
<term id="G29-fenrg.2026.1765612">
<inline-formula id="inf162">
<mml:math id="m192">
<mml:mrow>
<mml:mi mathvariant="bold-italic">Q</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>value function</p>
</def>
</def-item>
<def-item>
<term id="G30-fenrg.2026.1765612">
<inline-formula id="inf163">
<mml:math id="m193">
<mml:mrow>
<mml:mi mathvariant="bold-italic">&#x3b5;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>exploration probability</p>
</def>
</def-item>
<def-item>
<term id="G31-fenrg.2026.1765612">
<inline-formula id="inf164">
<mml:math id="m194">
<mml:mrow>
<mml:mi mathvariant="script">A</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>action set</p>
</def>
</def-item>
<def-item>
<term id="G32-fenrg.2026.1765612">
<inline-formula id="inf165">
<mml:math id="m195">
<mml:mrow>
<mml:msubsup>
<mml:mi mathvariant="bold-italic">a</mml:mi>
<mml:mi mathvariant="bold-italic">t</mml:mi>
<mml:mi mathvariant="bold">g</mml:mi>
</mml:msubsup>
</mml:mrow>
</mml:math>
</inline-formula>
</term>
<def>
<p>greedy action in state <inline-formula id="inf166">
<mml:math id="m196">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>
</p>
</def>
</def-item>
</def-list>
</sec>
</back>
</article>