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<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Earth Sci.</journal-id>
<journal-title>Frontiers in Earth Science</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Earth Sci.</abbrev-journal-title>
<issn pub-type="epub">2296-6463</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
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<article-meta>
<article-id pub-id-type="publisher-id">1198220</article-id>
<article-id pub-id-type="doi">10.3389/feart.2023.1198220</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Earth Science</subject>
<subj-group>
<subject>Original Research</subject>
</subj-group>
</subj-group>
</article-categories>
<title-group>
<article-title>Sensitivity of the second seismic moments resolution to determine the fault parameters of moderate earthquakes</article-title>
<alt-title alt-title-type="left-running-head">Cuius 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/feart.2023.1198220">10.3389/feart.2023.1198220</ext-link>
</alt-title>
</title-group>
<contrib-group>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Cuius</surname>
<given-names>Arianna</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<xref ref-type="corresp" rid="c001">&#x2a;</xref>
<xref ref-type="fn" rid="fn1">
<sup>&#x2020;</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/2244844/overview"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Meng</surname>
<given-names>Haoran</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/1916807/overview"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Sara&#xf2;</surname>
<given-names>Angela</given-names>
</name>
<xref ref-type="aff" rid="aff3">
<sup>3</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/815139/overview"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Costa</surname>
<given-names>Giovanni</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
</contrib-group>
<aff id="aff1">
<sup>1</sup>
<institution>Department of Mathematics and Geosciences, University of Trieste</institution>, <addr-line>Trieste</addr-line>, <country>Italy</country>
</aff>
<aff id="aff2">
<sup>2</sup>
<institution>Department of Earth and Space Sciences, Southern University of Science and Technology</institution>, <addr-line>Shenzhen</addr-line>, <addr-line>Guangdong</addr-line>, <country>China</country>
</aff>
<aff id="aff3">
<sup>3</sup>
<institution>National Institute of Geophysics and Applied Geophysics, OGS</institution>, <addr-line>Trieste</addr-line>, <country>Italy</country>
</aff>
<author-notes>
<fn fn-type="edited-by">
<p>
<bold>Edited by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/891890/overview">Nicola Alessandro Pino</ext-link>, National Institute of Geophysics and Volcanology (INGV), Italy</p>
</fn>
<fn fn-type="edited-by">
<p>
<bold>Reviewed by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1952271/overview">Fangbin Liu</ext-link>, Lanzhou University, China</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2334120/overview">Giovanna Calderoni</ext-link>, Istituto Nazionale di Geofisica e Vulcanologia (INGV), Italy</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2323365/overview">Davide Piccinini</ext-link>, National Institute of Geophysics and Volcanology (INGV), Italy</p>
</fn>
<corresp id="c001">&#x2a;Correspondence: Arianna Cuius, <email>arianna.cuius@ingv.it</email>
</corresp>
<fn fn-type="present-address" id="fn1">
<label>
<sup>&#x2020;</sup>
</label>
<p>
<bold>Present address:</bold> Arianna Cuius, National Institute of Geophysics and Volcanology, Rome, Italy</p>
</fn>
</author-notes>
<pub-date pub-type="epub">
<day>12</day>
<month>12</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="collection">
<year>2023</year>
</pub-date>
<volume>11</volume>
<elocation-id>1198220</elocation-id>
<history>
<date date-type="received">
<day>31</day>
<month>03</month>
<year>2023</year>
</date>
<date date-type="accepted">
<day>20</day>
<month>11</month>
<year>2023</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2023 Cuius, Meng, Sara&#xf2; and Costa.</copyright-statement>
<copyright-year>2023</copyright-year>
<copyright-holder>Cuius, Meng, Sara&#xf2; and Costa</copyright-holder>
<license xlink:href="http://creativecommons.org/licenses/by/4.0/">
<p>This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). 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.</p>
</license>
</permissions>
<abstract>
<p>Second-degree seismic moments provide a simple description of the spatiotemporal extent of the earthquake source. Finite source attributes such as rupture length, width, duration, velocity, and propagation direction can be estimated by computing second-degree seismic moments without the need for a predefined rupture model. This is achieved by analyzing the properties of apparent source time functions (ASTFs) obtained from seismic signals recorded at different stations after eliminating instrument responses and path effects. In this study, to define the limits of its application in the analysis of small earthquakes and to evaluate the sensitivity and reliability of the results to uncertainties due to observations and prior knowledge, we modeled a synthetic seismic source and examined how potential uncertainties in hypocentral depth, velocity model, focal mechanism, source duration, and number of recording stations can affect the inversion results. An accurate ASTF is essential to obtain robust results and our findings show that the mean values of the key source parameters, i.e., fracture size, source duration, and rupture velocity, are generally well reproduced in all sensitivity tests, with some exceptions, within the standard deviation. We also demonstrate that large uncertainties in the hypocentral depth and inaccurate velocity models introduce a significant bias, especially in rupture size and average centroid velocity, indicating the strong influence of ray path calculation in the inversion process. These resolution limits must therefore be taken into account when interpreting the results obtained with this technique.</p>
</abstract>
<kwd-group>
<kwd>seismic second moments</kwd>
<kwd>rupture directivity</kwd>
<kwd>source parameters</kwd>
<kwd>small earthquakes</kwd>
<kwd>sensitivity test</kwd>
<kwd>seismic tensor</kwd>
<kwd>source time function</kwd>
<kwd>moment rate</kwd>
</kwd-group>
<custom-meta-wrap>
<custom-meta>
<meta-name>section-at-acceptance</meta-name>
<meta-value>Geohazards and Georisks</meta-value>
</custom-meta>
</custom-meta-wrap>
</article-meta>
</front>
<body>
<sec id="s1">
<title>1 Introduction</title>
<p>Earthquake source parameters such as rupture size, duration, velocity, and propagation, help us understand earthquake physics, fault zone properties, and rupture dynamics conditions, which have significant implications for seismic hazard assessment. Effects due to source finiteness, such as directivity, are usually associated with high-magnitude earthquakes (<xref ref-type="bibr" rid="B4">Ammon et al., 1993</xref>; <xref ref-type="bibr" rid="B47">Somerville et al., 1996</xref>), but they can also enable moderate earthquakes to cause severe unexpected damage. For example, the directivity effect can lead to potentially destructive pulses at low frequencies characterized by large amplitudes of ground motion (<xref ref-type="bibr" rid="B8">Boatwright, 2007</xref>; <xref ref-type="bibr" rid="B26">Kurzon et al., 2014</xref>; <xref ref-type="bibr" rid="B39">Moratto et al., 2017</xref>; <xref ref-type="bibr" rid="B19">Ertuncay and Costa, 2021</xref>; <xref ref-type="bibr" rid="B20">Ertuncay et al., 2021</xref>). Therefore, knowledge of the kinematic finite source parameters and expected rupture directions for high and moderate magnitude events is critical for earthquake engineering applications (<xref ref-type="bibr" rid="B40">Moratto et al., 2021</xref>; <xref ref-type="bibr" rid="B46">Somala et al., 2021</xref>; <xref ref-type="bibr" rid="B37">Moratto et al., 2023</xref>) and for appropriate risk assessment.</p>
<p>Estimation of source parameters for high magnitude earthquakes is usually feasible. However, the accurate determination of these parameters for moderate and small earthquakes remains a major challenge. Namely, while far-field records and geodetic data can provide complementary information for large earthquakes, geodetic data are lacking for small to medium events, and only seismic records from nearby stations are available. As a result, the kinematic properties of small earthquakes are often difficult to determine, and simple models are often used to represent these events (e.g., <xref ref-type="bibr" rid="B30">McGuire, 2004</xref>; <xref ref-type="bibr" rid="B84">Shearer et al., 2006</xref>; <xref ref-type="bibr" rid="B82">Convertito et al., 2013</xref>; <xref ref-type="bibr" rid="B10">Calderoni et al., 2015</xref>; <xref ref-type="bibr" rid="B2">Abercrombie et al., 2017</xref>; <xref ref-type="bibr" rid="B36">Moratto et al., 2019</xref>; <xref ref-type="bibr" rid="B13">Colavitti et al., 2022</xref>; <xref ref-type="bibr" rid="B51">Yoshida et al., 2022</xref>) although improved records show that source complexity is also common for small earthquake ruptures (e.g., <xref ref-type="bibr" rid="B9">Calderoni and Abercrombie, 2023</xref> and reference therein).</p>
<p>A critical task in determining finite source attributes for moderate and low magnitude earthquakes requires good removal of path and site effects. For large earthquakes, this is usually done by synthesizing Green&#x2019;s functions with a suitable velocity model to fit the low-frequency component (less than 5&#xa0;Hz) of the observed waveforms (e.g., <xref ref-type="bibr" rid="B25">Ji et al., 2002</xref>; <xref ref-type="bibr" rid="B5">Beresnev et al., 2003</xref>; <xref ref-type="bibr" rid="B52">Yue et al., 2012</xref>; <xref ref-type="bibr" rid="B41">Moratto et al., 2015</xref>). For small to moderate earthquakes, the existing velocity structures usually have insufficient resolution and accuracy, leading to reliability problems in the high-frequency range (greater than or equal to 5&#xa0;Hz). To address this problem, a number of methods based on empirical Green&#x2019;s function (EGF) deconvolution have been developed in recent decades (e.g., <xref ref-type="bibr" rid="B22">Hartzell, 1978</xref>; <xref ref-type="bibr" rid="B42">Mueller, 1985</xref>; <xref ref-type="bibr" rid="B83">Mori, 1993</xref>; <xref ref-type="bibr" rid="B4">Ammon et al., 1993</xref>; <xref ref-type="bibr" rid="B23">Hough, 1997</xref>; <xref ref-type="bibr" rid="B27">Lanza et al., 1999</xref>; <xref ref-type="bibr" rid="B30">McGuire, 2004</xref>; <xref ref-type="bibr" rid="B18">de Lorenzo et al., 2008</xref>; <xref ref-type="bibr" rid="B35">Meng et al., 2020</xref>). EGF methods use a collocated earthquake with magnitudes typically 1.5&#x2013;2.5 units smaller than the target event with a similar focal mechanism to account for path effects. The deconvolution process of the target event by an EGF automatically removes path and site effects without the need for a velocity model to synthesize Green&#x2019;s functions. Although the EGF offers several advantages, its use presents certain difficulties, and selecting an appropriate EGF can be difficult, even when working with an extensive database (<xref ref-type="bibr" rid="B9">Calderoni and Abercrombie, 2023</xref>). Focal mechanisms are often not available for small earthquakes, and numerous studies have shown that even for small earthquakes, the effect of directivity cannot be neglected when selecting an EGF (<xref ref-type="bibr" rid="B1">Abercrombie, 2015</xref>; <xref ref-type="bibr" rid="B10">Calderoni et al., 2015</xref>; <xref ref-type="bibr" rid="B11">Calderoni et al., 2017</xref>).</p>
<p>The simplest general representation of an earthquake that contains information about rupture extension and directivity is the point-source representation plus the variances or second-degree moments of the moment-release distribution (e.g., <xref ref-type="bibr" rid="B45">Silver, 1983</xref>; <xref ref-type="bibr" rid="B33">McGuire et al., 2001</xref>). The hypocenter and origin time of the earthquake correspond to the spatial and temporal average (first-degree moment) of the release moment distribution. The information on rupture extension, characteristic duration, and direction of rupture propagation correspond to the variance of the moment distribution in the spatial, temporal, and spatiotemporal domains (second-degree moments). Seismic moments are calculated from apparent durations measured from apparent source time functions (ASTF) for each station after removing path effects. The ASTF obtained using EGF deconvolution (<xref ref-type="bibr" rid="B30">McGuire, 2004</xref>; <xref ref-type="bibr" rid="B31">2017</xref>), represents the difference between the source time function (STF) of the main earthquake and that of the EGF earthquake from the direction of observation at each station. Thus, the ASTF is the projection of the rupture process onto the seismic ray path, and its properties also depend on azimuth and take-off angles (e.g., <xref ref-type="bibr" rid="B33">McGuire et al., 2001</xref>; <xref ref-type="bibr" rid="B30">McGuire, 2004</xref>; <xref ref-type="bibr" rid="B48">Stich et al., 2005</xref>; <xref ref-type="bibr" rid="B50">Yoshida and Kanamori, 2023</xref>). For a unilateral rupture, the ASTF observed by stations in the propagation direction would be significantly shorter than the ASTF of stations in the opposite direction.</p>
<p>A major advantage of the second moments method is that it can be theoretically applied to all earthquakes, regardless of their magnitude and complexity, and without requiring the assumptions of an <italic>a priori</italic> source model (e.g., <xref ref-type="bibr" rid="B30">McGuire, 2004</xref>; <xref ref-type="bibr" rid="B21">Fan and McGuire, 2018</xref>; <xref ref-type="bibr" rid="B35">Meng et al., 2020</xref>; <xref ref-type="bibr" rid="B34">Meng and Fan, 2021</xref>). It is also a consistent tool for evaluating scaling relationships between finite source attributes and earthquake magnitudes for large and small earthquakes (<xref ref-type="bibr" rid="B32">McGuire and Kaneko, 2018</xref>) and for resolving fault-plane ambiguity. However, elimination of the path effect is critical, and a biased ASTF calculation would lead to inaccurate calculations of the second seismic moments.</p>
<p>In this study, we consider second-degree seismic moments to provide a simple, model-free description of earthquake rupture and we evaluate, through synthetic tests, the sensitivity of the solutions to uncertainties in key input parameters to investigate the limitations of the method in the study of small earthquakes.</p>
<p>To achieve this goal, we conducted a synthetic test for a magnitude 4.6 earthquake and examined the effects of potential uncertainties in source duration, hypocentral depth, station configuration, focal mechanism, and velocity model, considering unilateral and bilateral rupture scenarios. In view of future analyses to be performed with real data, we located the hypothetical earthquake in central Italy, an area with good station coverage by the Italian seismic network (<xref ref-type="bibr" rid="B3">Amato et al., 2006</xref>) and the Italian accelerogram network (<xref ref-type="bibr" rid="B15">Costa et al., 2022</xref>). The wealth of data recorded in this very active seismic area makes it an excellent natural laboratory for the study of source characteristics, and there are numerous studies on the subject of sources published after the 1997 Umbria and Marche earthquakes, 2009 L&#x2019;Aquila, and 2016 Amatrice earthquakes (e.g., <xref ref-type="bibr" rid="B12">Chimera et al., 2003</xref>; <xref ref-type="bibr" rid="B7">Bindi et al., 2009</xref>; <xref ref-type="bibr" rid="B17">Cultrera et al., 2009</xref>; <xref ref-type="bibr" rid="B38">Moratto and Sara&#xf2;, 2012</xref>; <xref ref-type="bibr" rid="B43">Rovelli and Calderoni, 2014</xref>; <xref ref-type="bibr" rid="B10">Calderoni et al., 2015</xref>; <xref ref-type="bibr" rid="B11">Calderoni et al., 2017</xref>; <xref ref-type="bibr" rid="B14">Convertito et al., 2017</xref>; <xref ref-type="bibr" rid="B49">Wang et al., 2019</xref>).</p>
<p>The following sections describe the method used to determine the source parameters and the synthetic input model, as well as the sensitivity tests performed. Finally, the results and the strengths and weaknesses of the method are discussed, providing valuable insights for applying the approach to real earthquake data.</p>
</sec>
<sec id="s2">
<title>2 Method</title>
<sec id="s2-1">
<title>2.1 The second seismic moments</title>
<p>The moment release variations along a fault can be described by the relation<disp-formula id="e1">
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<mml:mrow>
<mml:mn>0,1</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x222c;</mml:mo>
</mml:mrow>
<mml:mover accent="true">
<mml:mi>f</mml:mi>
<mml:mo>&#x2d9;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>r</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mi>d</mml:mi>
<mml:mi>V</mml:mi>
<mml:mi>d</mml:mi>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:math>
<label>(2)</label>
</disp-formula>
</p>
<p>The second seismic moments about a point ( <inline-formula id="inf7">
<mml:math id="m9">
<mml:mrow>
<mml:munder accentunder="true">
<mml:msub>
<mml:mi>r</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:math>
</inline-formula>) and time <inline-formula id="inf8">
<mml:math id="m10">
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>t</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula> represent the second order space and time moments, i.e., the variance, of <inline-formula id="inf9">
<mml:math id="m11">
<mml:mrow>
<mml:mover accent="true">
<mml:mi>f</mml:mi>
<mml:mo>&#x2d9;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>r</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, and are defined as follows:<disp-formula id="equ1">
<mml:math id="m12">
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:mrow>
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x333;</mml:mo>
</mml:mrow>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>2,0</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x222c;</mml:mo>
</mml:mrow>
<mml:mover accent="true">
<mml:mi>f</mml:mi>
<mml:mo>&#x2d9;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>r</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>r</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>&#x2212;</mml:mo>
<mml:munder accentunder="true">
<mml:mi>r</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mi>T</mml:mi>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>r</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>&#x2212;</mml:mo>
<mml:munder accentunder="true">
<mml:mi>r</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>V</mml:mi>
<mml:mi>d</mml:mi>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
</disp-formula>
<disp-formula id="e3">
<mml:math id="m13">
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>0,2</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x222c;</mml:mo>
</mml:mrow>
<mml:mover accent="true">
<mml:mi>f</mml:mi>
<mml:mo>&#x2d9;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>r</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>V</mml:mi>
<mml:mi>d</mml:mi>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
<label>(3)</label>
</disp-formula>
<disp-formula id="equ2">
<mml:math id="m14">
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:munder accentunder="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>1,1</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x222c;</mml:mo>
</mml:mrow>
<mml:mover accent="true">
<mml:mi>f</mml:mi>
<mml:mo>&#x2d9;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>r</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>r</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>&#x2212;</mml:mo>
<mml:munder accentunder="true">
<mml:mi>r</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>V</mml:mi>
<mml:mi>d</mml:mi>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:math>
</disp-formula>where <inline-formula id="inf10">
<mml:math id="m15">
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:mrow>
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x333;</mml:mo>
</mml:mrow>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>2,0</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> is the second spatial moment associated with the rupture extent, <inline-formula id="inf11">
<mml:math id="m16">
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>0,2</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> is the temporal moment, a scalar (one unique element) associated with the rupture duration; and <inline-formula id="inf12">
<mml:math id="m17">
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:munder accentunder="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>1,1</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula> is called mixed moment and it is a column vector (three unique elements) associated with the rupture propagation (<xref ref-type="bibr" rid="B33">McGuire et al., 2001</xref>; <xref ref-type="bibr" rid="B35">Meng et al., 2020</xref>).</p>
<p>The second moments are related to the characteristic rupture duration <inline-formula id="inf13">
<mml:math id="m18">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>,<disp-formula id="e4">
<mml:math id="m19">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>2</mml:mn>
</mml:mrow>
<mml:msqrt>
<mml:msup>
<mml:mover accent="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>0,2</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
</mml:msqrt>
</mml:mrow>
</mml:math>
<label>(4)</label>
</disp-formula>the characteristic rupture dimension <inline-formula id="inf14">
<mml:math id="m20">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, the centroid rupture velocity <inline-formula id="inf15">
<mml:math id="m21">
<mml:mrow>
<mml:msub>
<mml:munder accentunder="true">
<mml:mi>v</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, the characteristic velocity <inline-formula id="inf16">
<mml:math id="m22">
<mml:mrow>
<mml:msub>
<mml:mi>v</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> as follows (<xref ref-type="bibr" rid="B45">Silver, 1983</xref>; <xref ref-type="bibr" rid="B33">McGuire et al., 2001</xref>):<disp-formula id="e5">
<mml:math id="m23">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mover accent="true">
<mml:mi>n</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>2</mml:mn>
</mml:mrow>
<mml:msqrt>
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:mi>n</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mi>T</mml:mi>
</mml:msup>
<mml:msup>
<mml:mover accent="true">
<mml:mrow>
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x333;</mml:mo>
</mml:mrow>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>2,0</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mover accent="true">
<mml:mi>n</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:msqrt>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:msub>
<mml:munder accentunder="true">
<mml:mi>v</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:munder accentunder="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>1,1</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
</mml:mrow>
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>0,2</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:mfrac>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:msub>
<mml:mi>v</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>L</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:math>
<label>(5)</label>
</disp-formula>where <inline-formula id="inf17">
<mml:math id="m24">
<mml:mrow>
<mml:mover accent="true">
<mml:mi>n</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:math>
</inline-formula> indicate the rupture direction. For a planar source, <inline-formula id="inf18">
<mml:math id="m25">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mover accent="true">
<mml:mi>n</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> will be identically zero in the direction normal to the fault plane, providing a test for discriminating between the two candidate nodal planes of an event&#x2019;s focal mechanism.</p>
<p>The largest eigenvalue of <inline-formula id="inf19">
<mml:math id="m26">
<mml:mrow>
<mml:msub>
<mml:mi>x</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mover accent="true">
<mml:mi>n</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> represents the characteristic rupture length (<inline-formula id="inf20">
<mml:math id="m27">
<mml:mrow>
<mml:msub>
<mml:mi>L</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>) while the second largest eigenvalue is the characteristic rupture width (<inline-formula id="inf21">
<mml:math id="m28">
<mml:mrow>
<mml:msub>
<mml:mi>W</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>). An earthquake rupture can be quantified by the directivity ratio, that ranges from 0 for a perfectly symmetric bilateral rupture to 1 for a uniform slip unilateral rupture (<xref ref-type="bibr" rid="B33">McGuire et al., 2001</xref>), and is defined as<disp-formula id="e6">
<mml:math id="m29">
<mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mi>r</mml:mi>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mfenced open="" close="|" separators="|">
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mfenced open="|" close="" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>v</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:msub>
<mml:mi>v</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(6)</label>
</disp-formula>
</p>
<p>The second moments are related to the azimuthal variations in the duration of ASTFs at a given station as<disp-formula id="e7">
<mml:math id="m30">
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>0,2</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:msup>
<mml:mover accent="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>0,2</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>2</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x22c5;</mml:mo>
<mml:msup>
<mml:mover accent="true">
<mml:munder accentunder="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>1,1</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mo>&#x2b;</mml:mo>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>&#x22c5;</mml:mo>
<mml:msup>
<mml:mover accent="true">
<mml:mrow>
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x333;</mml:mo>
</mml:mrow>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>2,0</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mo>&#x22c5;</mml:mo>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:math>
<label>(7)</label>
</disp-formula>where <inline-formula id="inf22">
<mml:math id="m31">
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>0,2</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> is measured at each station by <inline-formula id="inf23">
<mml:math id="m32">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> (s) (Eq. <xref ref-type="disp-formula" rid="e4">4</xref>), after path removal, and <italic>s</italic> is the slowness of a given phase in the source region (<xref ref-type="bibr" rid="B30">McGuire, 2004</xref>; <xref ref-type="bibr" rid="B31">2017</xref>) computed from an assumed velocity model.</p>
<p>To estimate the second moments we follow the approach described in <xref ref-type="bibr" rid="B30">McGuire (2004</xref>; <xref ref-type="bibr" rid="B31">2017)</xref> that utilizes the variations in the observed far-field moment rate functions to set up the inverse problem for the second moments. With a set of <inline-formula id="inf24">
<mml:math id="m33">
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>0,2</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> well distributed over the focal sphere, we obtain a linear system<disp-formula id="e8">
<mml:math id="m34">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>b</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>&#x3d;</mml:mo>
<mml:munder accentunder="true">
<mml:munder accentunder="true">
<mml:mi>A</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mo>&#x2219;</mml:mo>
<mml:munder accentunder="true">
<mml:mi>x</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:math>
<label>(8)</label>
</disp-formula>where <inline-formula id="inf25">
<mml:math id="m35">
<mml:mrow>
<mml:mi>b</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> corresponds to a column vector with <inline-formula id="inf26">
<mml:math id="m36">
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>0,2</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf27">
<mml:math id="m37">
<mml:mrow>
<mml:mi>A</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is a matrix associated with the slowness components, and <inline-formula id="inf28">
<mml:math id="m38">
<mml:mrow>
<mml:mi>x</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is a vector containing the second moments. We enforce the source region to a non-negative volume and the second temporal moment to be less than twice the largest measured <inline-formula id="inf29">
<mml:math id="m39">
<mml:mrow>
<mml:msup>
<mml:mover accent="true">
<mml:mi>&#x3bc;</mml:mi>
<mml:mo>&#x5e;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>0,2</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>. We use the convex optimization algorithms (Vandenberghe and Boyd 1996) to enforce matrix inequality constraints.</p>
</sec>
<sec id="s2-2">
<title>2.2 The synthetic ASTF modeling</title>
<p>To evaluate the uncertainties of the second-moment solutions we used synthetic ASTFs computed for a rectangular planar fault discretized by a grid of cells each of which has been assigned a certain slip value <inline-formula id="inf30">
<mml:math id="m40">
<mml:mrow>
<mml:mi>D</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>&#x3be;</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>,</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula> where <inline-formula id="inf31">
<mml:math id="m41">
<mml:mrow>
<mml:mi>&#x3be;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the position vector on the rupture plane. If all cells are subject to an identical normalized slip history <inline-formula id="inf32">
<mml:math id="m42">
<mml:mrow>
<mml:mi>f</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, the slip rate density function <inline-formula id="inf33">
<mml:math id="m43">
<mml:mrow>
<mml:mo>&#x2206;</mml:mo>
<mml:mover accent="true">
<mml:mi>u</mml:mi>
<mml:mo>&#x2d9;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>&#x3be;</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> on the fault plane can be represented as:<disp-formula id="e9">
<mml:math id="m44">
<mml:mrow>
<mml:mo>&#x2206;</mml:mo>
<mml:mover accent="true">
<mml:mi>u</mml:mi>
<mml:mo>&#x2d9;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>&#x3be;</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>D</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>&#x3be;</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mover accent="true">
<mml:mi>f</mml:mi>
<mml:mo>&#x2d9;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mrow>
<mml:mfenced open="|" close="|" separators="|">
<mml:mrow>
<mml:mi>&#x3be;</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:msub>
<mml:mi>v</mml:mi>
<mml:mi>r</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(9)</label>
</disp-formula>
</p>
<p>By projecting the rupture process onto the ray path, we can obtain the ASTF at a specific station<disp-formula id="e10">
<mml:math id="m45">
<mml:mrow>
<mml:mrow>
<mml:mi>A</mml:mi>
<mml:mi>S</mml:mi>
<mml:mi>T</mml:mi>
<mml:mi>F</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>s</mml:mi>
<mml:mo>,</mml:mo>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:munder>
<mml:mo>&#x2211;</mml:mo>
<mml:mi>&#x3be;</mml:mi>
</mml:munder>
</mml:mstyle>
</mml:mrow>
<mml:mi>D</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>&#x3be;</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mover accent="true">
<mml:mi>f</mml:mi>
<mml:mo>&#x2d9;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>t</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mfenced open="|" close="|" separators="|">
<mml:mrow>
<mml:mi>&#x3be;</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:msub>
<mml:mi>v</mml:mi>
<mml:mi>r</mml:mi>
</mml:msub>
</mml:mfrac>
<mml:mo>&#x2b;</mml:mo>
<mml:mrow>
<mml:mi>&#x3be;</mml:mi>
<mml:mo>&#x2219;</mml:mo>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(10)</label>
</disp-formula>where <inline-formula id="inf34">
<mml:math id="m46">
<mml:mrow>
<mml:mover accent="true">
<mml:mi>f</mml:mi>
<mml:mo>&#x2d9;</mml:mo>
</mml:mover>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> is approximated by a parabola with rise time equal to 3&#xa0;s, <inline-formula id="inf35">
<mml:math id="m47">
<mml:mrow>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the slowness in the source region and <italic>v</italic>
<sub>
<italic>r</italic>
</sub> the rupture velocity.</p>
</sec>
</sec>
<sec id="s3">
<title>3 The input source model</title>
<p>The input parameters used to model the ASTF for a Mw 4.6 earthquake source are listed in <xref ref-type="table" rid="T1">Table 1</xref>. We assumed that the epicenter was located in central Italy (<xref ref-type="fig" rid="F1">Figure 1</xref>), and approximated the fault as a 3.0&#xa0;km box model (<xref ref-type="fig" rid="F2">Figure 2</xref>). The rupture area was divided into 12 &#xd7; 12 cells, and the slip distribution and rupture time for the unilateral (<xref ref-type="fig" rid="F2">Figures 2A, B</xref>) and bilateral (<xref ref-type="fig" rid="F2">Figures 2D, E</xref>) scenarios were taken from a previous study of an earthquake of similar magnitude (<xref ref-type="bibr" rid="B28">Lopez-Comino et al., 2016</xref>) downloaded from the SRCMOD database (<xref ref-type="bibr" rid="B29">Mai and Thinbgaijam, 2014</xref>), with a focal mechanism of strike 247&#xb0;, dip 46&#xb0;, and rake 40&#xb0;. This fault plane is not representative of the tectonic regime that characterizes the Apennine chain in central Italy, but this issue is not crucial for the synthetic tests. A uniform propagation of the rupture front was assumed with a rupture velocity of 2.75&#xa0;km/s, which corresponds to 0.9 times the S-wave velocity in the source region. A simplified 1-D velocity model of central Italy (<xref ref-type="bibr" rid="B16">Costa et al., 1993</xref>) was used to model the ASTF (<xref ref-type="fig" rid="F2">Figures 2C, F</xref>). We refer to this model as A (<xref ref-type="fig" rid="F3">Figure 3A</xref>). To check the robustness of the solutions, we used an additional model for the inversion (<xref ref-type="fig" rid="F3">Figure 3B</xref>), slower on average than model A, which we referred to as model B (<xref ref-type="bibr" rid="B16">Costa et al., 1993</xref>).</p>
<table-wrap id="T1" position="float">
<label>TABLE 1</label>
<caption>
<p>Input parameters used to model the unilateral and bilateral scenarios for the characteristic rupture size (Lc and Wc), characteristic rupture duration (<inline-formula id="inf36">
<mml:math id="m48">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>), centroid rupture velocity (<inline-formula id="inf37">
<mml:math id="m49">
<mml:mrow>
<mml:msub>
<mml:munder accentunder="true">
<mml:mi>v</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>) and directivity (dir).</p>
</caption>
<table>
<thead valign="top">
<tr>
<th rowspan="2" align="left"/>
<th colspan="5" align="center">
<italic>Unilateral rupture</italic>
</th>
<th colspan="5" align="center">
<italic>Bilateral rupture</italic>
</th>
</tr>
<tr>
<th align="center">
<inline-formula id="inf38">
<mml:math id="m50">
<mml:mrow>
<mml:msub>
<mml:mi>L</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(km)</italic>
</th>
<th align="center">
<inline-formula id="inf39">
<mml:math id="m51">
<mml:mrow>
<mml:msub>
<mml:mi>W</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(km)</italic>
</th>
<th align="center">
<inline-formula id="inf40">
<mml:math id="m52">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(sec)</italic>
</th>
<th align="center">
<inline-formula id="inf41">
<mml:math id="m53">
<mml:mrow>
<mml:msub>
<mml:munder accentunder="true">
<mml:mi>v</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(km/s)</italic>
</th>
<th align="center">
<italic>dir</italic>
</th>
<th align="center">
<inline-formula id="inf42">
<mml:math id="m54">
<mml:mrow>
<mml:msub>
<mml:mi>L</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(km)</italic>
</th>
<th align="center">
<italic>Wc</italic> <italic>(km)</italic>
</th>
<th align="center">
<inline-formula id="inf43">
<mml:math id="m55">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(sec)</italic>
</th>
<th align="center">
<inline-formula id="inf44">
<mml:math id="m56">
<mml:mrow>
<mml:msub>
<mml:munder accentunder="true">
<mml:mi>v</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(km/s)</italic>
</th>
<th align="center">
<italic>dir</italic>
</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">Input parameters</td>
<td align="center">1.39</td>
<td align="center">1.21</td>
<td align="center">0.42</td>
<td align="center">2.64</td>
<td align="center">0.80</td>
<td align="center">1.39</td>
<td align="center">1.21</td>
<td align="center">0.31</td>
<td align="center">1.13</td>
<td align="center">0.25</td>
</tr>
</tbody>
</table>
</table-wrap>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>Epicentral map of the of the simulated Mw 4.6 earthquake (Lat 43.034&#xb0;N, long 13.063&#xb0;E, depth 5.1&#xa0;km) and station configuration (triangles) used for the synthetic tests. Red star corresponds to the epicenter.</p>
</caption>
<graphic xlink:href="feart-11-1198220-g001.tif"/>
</fig>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption>
<p>Input source for unilateral <bold>(A,B)</bold> and bilateral <bold>(D,E)</bold> scenarios. The star represents the hypocenter, the dot represents the centroid location, and the arrow indicates the rupture direction. Panels <bold>(C,F)</bold> show the ASTFs calculated from the respective models for three different azimuth directions.</p>
</caption>
<graphic xlink:href="feart-11-1198220-g002.tif"/>
</fig>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption>
<p>Velocity models used in this study for central Italy (<xref ref-type="bibr" rid="B16">Costa et al., 1993</xref>). <bold>(A)</bold> is the velocity model used to calculate the synthetic ASTFs. <bold>(B)</bold> is used to test the sensitivity of the solutions to the accuracy of the velocity model. The blue and red lines correspond to P-wave velocity and S-wave velocity, respectively.</p>
</caption>
<graphic xlink:href="feart-11-1198220-g003.tif"/>
</fig>
</sec>
<sec id="s4">
<title>4 Sensitivity tests</title>
<p>To investigate how the uncertainties introduced by the input data may affect the solutions of the resolved second seismic moments, we used the bootstrap approach. In this technique, perturbations are introduced for each input parameter to be analyzed by generating 1,000 variations around the mean. An inversion is then performed to evaluate the effects on the mean and standard deviation of the resulting data. The workflow is summarized in <xref ref-type="fig" rid="F4">Figure 4</xref>. We examined the uncertainties associated with the apparent source durations <inline-formula id="inf45">
<mml:math id="m57">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, the hypocenter location, the station distributions around the source, the focal mechanism, and the velocity model used for ray tracing. Some of these tests are interrelated. For instance, uncertainties in both the hypocenter location and the velocity model affect the calculated ray path, and both the different focal mechanism and station coverage affect the resolution of the fault plane.</p>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption>
<p>Flow chart of the perturbation tests. For each test, we calculated 1,000 random or perturbed input variables (observed <inline-formula id="inf46">
<mml:math id="m58">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, depth, station configurations, focal mechanism, velocity model) with a given standard deviation. Then we performed the inversion and calculated the source parameters and the directivity. Finally, we calculated the mean and the dispersion of the output variables of the 1,000 scenarios.</p>
</caption>
<graphic xlink:href="feart-11-1198220-g004.tif"/>
</fig>
<p>The uncertainties in the epicenter estimates are not examined because they have negligible effects on the slowness vectors in the inversion of the second moments.</p>
<sec id="s4-1">
<title>4.1 Perturbation of the apparent source duration</title>
<p>Potential errors in determining the duration of the ASTF, especially when the signal-to-noise ratio (SNR) is low, affect the vector <italic>b</italic> in Eq. <xref ref-type="disp-formula" rid="e8">8</xref>.</p>
<p>After generating 1,000 random perturbations in the apparent source duration <inline-formula id="inf47">
<mml:math id="m59">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> within a standard deviation set at 10% of the true value, we conducted the inversion for each perturbed <inline-formula id="inf48">
<mml:math id="m60">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> to examine the impact of this input parameter on the inversion results.</p>
<p>As can be seen in <xref ref-type="sec" rid="s11">Supplementary Figures S1, S2</xref>, despite the small perturbation, <inline-formula id="inf49">
<mml:math id="m61">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> produces a large scatter of data even though the solution follows a normal distribution. In particular, an uncertainty of 10% in <inline-formula id="inf50">
<mml:math id="m62">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> can significantly affect the characteristic rupture size and rupture velocity (<xref ref-type="sec" rid="s11">Supplementary Figures S1A, B, E</xref>; <xref ref-type="sec" rid="s11">Supplementary Figures S2A, B, E</xref>). The standard deviation of the resulting source duration <inline-formula id="inf51">
<mml:math id="m63">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> seems to agree with the uncertainty caused by <inline-formula id="inf52">
<mml:math id="m64">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> and is larger than the uncertainty caused by <inline-formula id="inf53">
<mml:math id="m65">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:munder accentunder="true">
<mml:mi>s</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> by 0.007&#xa0;s and 0.005&#xa0;s for the unilateral and bilateral cases, respectively.</p>
</sec>
<sec id="s4-2">
<title>4.2 Perturbation in the hypocentral depth</title>
<p>The depth of the hypocenter is one of the most important parameters, especially in real-time estimation, and its poor resolution is a recurring problem in seismology. The accuracy of hypocenter location depends mainly on the velocity model and station distribution in the near source field. An inaccurate hypocenter depth would primarily bias the slowness vector <italic>s</italic> and affect the matrix <italic>A</italic> (Eq. <xref ref-type="disp-formula" rid="e8">8</xref>) and consequently the calculation of the second seismic moments.</p>
<p>To assess the robustness of the solution for the second moments, we first introduced 1,000 random perturbations of the hypocentral depth of 5.1&#xa0;km with a standard deviation of 1&#xa0;km. By combining all the source models from the different depth perturbations (<xref ref-type="fig" rid="F5">Figures 5A</xref>, <xref ref-type="fig" rid="F6">6A</xref>), we obtained the distributions of each resolved kinematic parameter through the inversion process. Looking at the plots for the unilateral (<xref ref-type="fig" rid="F5">Figures 5B&#x2013;F</xref>) and bilateral scenarios (<xref ref-type="fig" rid="F6">Figures 6B&#x2013;F</xref>), we can see that the results of both scenarios are comparable and usually split into two distributions with a narrow spread of data (<xref ref-type="fig" rid="F5">Figures 5B&#x2013;D</xref>, <xref ref-type="fig" rid="F6">6B&#x2013;D</xref>), except for the directivity (<xref ref-type="fig" rid="F6">Figure 6E</xref>) and <inline-formula id="inf54">
<mml:math id="m66">
<mml:mrow>
<mml:msub>
<mml:munder accentunder="true">
<mml:mi>v</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> of the bilateral scenario (<xref ref-type="fig" rid="F6">Figure 6F</xref>) for which the position of the centroid and hypocenter are the same. The two-peaked distribution is due to the coarse discretization of the velocity model; when a smoothed velocity model is used, the two-peaked distribution is suppressed.</p>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption>
<p>Results of the 1,000 runs of the bootstrap calculation where the original depth (5.1&#xa0;km) was perturbed by a standard deviation of 1&#xa0;km in the unilateral scenario. &#x3bc; and &#x3c3; are the mean and standard deviation for the parameters. The gray histogram <bold>(A)</bold> represents the perturbed value that is the hypocentral depth, while the blue histograms represent the solutions for the characteristic length <bold>(B)</bold>, characteristic width <bold>(C)</bold>, source duration <bold>(D)</bold>, directivity <bold>(E)</bold> and centroid rupture velocity <bold>(F)</bold>. The red lines indicate the ground truth values.</p>
</caption>
<graphic xlink:href="feart-11-1198220-g005.tif"/>
</fig>
<fig id="F6" position="float">
<label>FIGURE 6</label>
<caption>
<p>Results of the 1,000 runs of the bootstrap calculation where the original depth (5.1&#xa0;km) was perturbed by a standard deviation of 1&#xa0;km in the bilateral scenario. The gray histogram <bold>(A)</bold> represents the perturbed value that is the hypocentral depth, while the blue histograms represent the solutions for the characteristic length <bold>(B)</bold>, characteristic width <bold>(C)</bold>, source duration <bold>(D)</bold>, directivity <bold>(E)</bold> and centroid rupture velocity <bold>(F)</bold>. The red lines show the ground truth values.</p>
</caption>
<graphic xlink:href="feart-11-1198220-g006.tif"/>
</fig>
<p>To examine the effects of a larger error and perturbation in the velocity model, we set an average depth of 15&#xa0;km. The set of depths is drawn from a Gaussian distribution with the starting depth as the mean and a standard deviation of 3&#xa0;km (<xref ref-type="fig" rid="F7">Figure 7A</xref>). Despite the larger standard deviation, this test generated lower dispersions of the data (<xref ref-type="fig" rid="F7">Figures 7B, F</xref>) compared to the previous case. As in the previous case, the hypocenter is located on a velocity interface, but the velocity difference between the layers is smaller (<xref ref-type="fig" rid="F3">Figure 3A</xref>). This is due to the higher stability in the ray path caused by the small velocity difference between the layers at a depth of 15&#xa0;km. In this case, both the directivity and <inline-formula id="inf55">
<mml:math id="m67">
<mml:mrow>
<mml:mfenced open="" close="|" separators="|">
<mml:mrow>
<mml:msub>
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<mml:mrow>
<mml:mi>v</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mi>o</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula> are overestimated.</p>
<fig id="F7" position="float">
<label>FIGURE 7</label>
<caption>
<p>Results of inversions perturbing a hypocentral depth of 15&#xa0;km by a standard deviation of 3&#xa0;km in the unilateral scenario. The gray histogram <bold>(A)</bold> represents the perturbed value, while the blue histograms represent the solutions for the characteristic length <bold>(B)</bold>, characteristic width <bold>(C)</bold>, source duration <bold>(D)</bold>, directivity <bold>(E)</bold> and centroid rupture velocity <bold>(F)</bold>. The red lines show the ground truth values.</p>
</caption>
<graphic xlink:href="feart-11-1198220-g007.tif"/>
</fig>
<p>The source parameters obtained from the perturbation test of the hypocenter at a depth of 15&#xa0;km do not follow a Gaussian distribution (<xref ref-type="fig" rid="F7">Figure 7</xref>; <xref ref-type="sec" rid="s11">Supplementary Figure S3</xref>). In particular, <inline-formula id="inf56">
<mml:math id="m68">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf57">
<mml:math id="m69">
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>i</mml:mi>
<mml:mi>r</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf58">
<mml:math id="m70">
<mml:mrow>
<mml:msub>
<mml:munder accentunder="true">
<mml:mi>v</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> are the least constrained parameters.</p>
</sec>
<sec id="s4-3">
<title>4.3 Perturbation of the station configurations</title>
<p>The effects of different ray-trace coverages on our results can be studied by introducing random variations in the configuration of the recording stations that result in a significant difference in horizontal and vertical resolution. To this end, we randomly selected a fixed number of stations, for each of which we calculated a <inline-formula id="inf59">
<mml:math id="m71">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> value from our source model (<xref ref-type="fig" rid="F8">Figure 8A</xref>), and then performed the inversion. Using this approach, we investigated the effects of varying both the take-off angles and azimuthal coverage (<xref ref-type="fig" rid="F8">Figure 8B</xref>) around the source.</p>
<fig id="F8" position="float">
<label>FIGURE 8</label>
<caption>
<p>
<bold>(A)</bold> Computed <inline-formula id="inf60">
<mml:math id="m72">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> used as reference for the inverstion tests at each station. Stations are represented by dots and circles (for P- and S- waves) whose color depends on the <inline-formula id="inf61">
<mml:math id="m73">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> value. <bold>(B)</bold> Polar view of <inline-formula id="inf62">
<mml:math id="m74">
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mtext>the</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>reference</mml:mtext>
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</mml:mrow>
<mml:mi mathvariant="normal">c</mml:mi>
</mml:msub>
<mml:mtext>&#x2006;showing&#x2006;the&#x2006;azimuth&#x2006;and&#x2006;take</mml:mtext>
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<mml:mtext>off&#x2006;angles&#x2006;of&#x2006;the&#x2006;ray&#x2006;paths&#x2006;from&#x2006;the&#x2006;epicenter</mml:mtext>
<mml:mo>.</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula> <bold>(C)</bold> Predicted <inline-formula id="inf63">
<mml:math id="m75">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> after performing the inversion for the unilateral scenario, and <bold>(D)</bold> polar viewof the predicted <inline-formula id="inf64">
<mml:math id="m76">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> showing the azimuth and take-off angles of the ray paths.</p>
</caption>
<graphic xlink:href="feart-11-1198220-g008.tif"/>
</fig>
<p>First, we performed a noise-free synthetic test with good azimuthal coverage of the stations and the take-off angles between 70&#xb0; and 152&#xb0;. From <xref ref-type="fig" rid="F8">Figures 8C, D</xref> we can see that the values of <inline-formula id="inf65">
<mml:math id="m77">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> are accurately reproduced after the linear inversion process.</p>
<p>Using all stations, the results are robust for any random configuration. We then performed the bootstrap test by gradually decreasing the number of stations to achieve a tight configuration of five stations (<xref ref-type="sec" rid="s11">Supplementary Figures S4, S5</xref>) out of twenty-three. The results show that the output values do not follow a normal distribution and that the dispersion of the solution obtained by randomly changing the station configuration remains quite stable compared to the other perturbation tests. In fact, the mean values are well reproduced in most cases (<xref ref-type="table" rid="T2">Table 2</xref>). This result can be attributed to the stability of the synthetic test.</p>
<table-wrap id="T2" position="float">
<label>TABLE 2</label>
<caption>
<p>Results of the mean value of each outcome variable calculated by the perturbation test for the unilateral and bilateral scenarios. For each test case, we report between brackets the standard deviation (&#x3c3;) applied to the true value.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th rowspan="2" align="left">Output variables</th>
<th colspan="5" align="center">
<italic>Unilateral rupture</italic>
</th>
<th colspan="5" align="center">
<italic>Bilateral rupture</italic>
</th>
</tr>
<tr>
<th align="center">
<inline-formula id="inf66">
<mml:math id="m78">
<mml:mrow>
<mml:msub>
<mml:mi>L</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(km)</italic>
</th>
<th align="center">
<inline-formula id="inf67">
<mml:math id="m79">
<mml:mrow>
<mml:msub>
<mml:mi>W</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(km)</italic>
</th>
<th align="center">
<inline-formula id="inf68">
<mml:math id="m80">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(sec)</italic>
</th>
<th align="center">
<inline-formula id="inf69">
<mml:math id="m81">
<mml:mrow>
<mml:msub>
<mml:munder accentunder="true">
<mml:mi>v</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(km/s)</italic>
</th>
<th align="center">
<italic>Dir</italic>
</th>
<th align="center">
<inline-formula id="inf70">
<mml:math id="m82">
<mml:mrow>
<mml:msub>
<mml:mi>L</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(km)</italic>
</th>
<th align="center">
<italic>Wc</italic> <italic>(km)</italic>
</th>
<th align="center">
<inline-formula id="inf71">
<mml:math id="m83">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(sec)</italic>
</th>
<th align="center">
<inline-formula id="inf72">
<mml:math id="m84">
<mml:mrow>
<mml:msub>
<mml:munder accentunder="true">
<mml:mi>v</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> <italic>(km/s)</italic>
</th>
<th align="center">
<italic>Dir</italic>
</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">not perturbed</td>
<td align="center">1.39</td>
<td align="center">1.21</td>
<td align="center">0.42</td>
<td align="center">2.48</td>
<td align="center">0.8</td>
<td align="center">1.38</td>
<td align="center">1.21</td>
<td align="center">0.31</td>
<td align="center">1.13</td>
<td align="center">0.25</td>
</tr>
<tr>
<td align="center">Observed <inline-formula id="inf73">
<mml:math id="m85">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> (&#x3c3; &#x3d; 10%)</td>
<td align="center">1.4</td>
<td align="center">1.13</td>
<td align="center">0.42</td>
<td align="center">2.63</td>
<td align="center">0.78</td>
<td align="center">1.41</td>
<td align="center">1.18</td>
<td align="center">0.31</td>
<td align="center">1.14</td>
<td align="center">0.25</td>
</tr>
<tr>
<td align="center">Depth (&#x3c3; &#x3d; 1&#xa0;km)</td>
<td align="center">1.22</td>
<td align="center">1.02</td>
<td align="center">0.44</td>
<td align="center">2.38</td>
<td align="center">0.86</td>
<td align="center">1.20</td>
<td align="center">1.02</td>
<td align="center">0.33</td>
<td align="center">0.81</td>
<td align="center">0.22</td>
</tr>
<tr>
<td align="center">Stations&#x2019; configuration</td>
<td align="center">1.38</td>
<td align="center">1.21</td>
<td align="center">0.4</td>
<td align="center">2.64</td>
<td align="center">0.81</td>
<td align="center">1.39</td>
<td align="center">1.21</td>
<td align="center">0.31</td>
<td align="center">1.12</td>
<td align="center">0.25</td>
</tr>
<tr>
<td align="center">Focal Mechanism (&#x3c3; str &#x3d; 5&#xb0;, &#x3c3; dip &#x3d; 5&#xb0;)</td>
<td align="center">1.39</td>
<td align="center">1.20</td>
<td align="center">0.42</td>
<td align="center">2.63</td>
<td align="center">0.81</td>
<td align="center">1.38</td>
<td align="center">1.20</td>
<td align="center">0.31</td>
<td align="center">1.11</td>
<td align="center">0.25</td>
</tr>
<tr>
<td align="center">A model (&#x3c3; &#x3d; 0.3&#xa0;km/s)</td>
<td align="center">1.36</td>
<td align="center">1.20</td>
<td align="center">0.42</td>
<td align="center">2.62</td>
<td align="center">0.82</td>
<td align="center">1.37</td>
<td align="center">1.21</td>
<td align="center">0.31</td>
<td align="center">1.10</td>
<td align="center">0.25</td>
</tr>
<tr>
<td align="center">B model (&#x3c3; &#x3d; 0.3&#xa0;km/s)</td>
<td align="center">0.93</td>
<td align="center">0.83</td>
<td align="center">0.43</td>
<td align="center">1.83</td>
<td align="center">0.85</td>
<td align="center">0.96</td>
<td align="center">0.84</td>
<td align="center">0.32</td>
<td align="center">0.48</td>
<td align="center">0.15</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec id="s4-4">
<title>4.4 Perturbation of the focal mechanism</title>
<p>A change in the focal mechanism has a significant impact on the resolution of the fault plane at the recording stations, leading to potential biases in the slowness vector s and affecting the matrix A (Eq. <xref ref-type="disp-formula" rid="e8">8</xref>).</p>
<p>To evaluate the effect of this factor on the solutions for the second seismic moment, we introduced a perturbation of the strike and the dip of the earthquake, within a standard deviation of 5&#xb0; and treated them as two independent random variables following a Gaussian distribution. Our analysis showed that perturbing the focal mechanism had a noticeable effect on the characteristic rupture size in both scenarios, with <inline-formula id="inf74">
<mml:math id="m86">
<mml:mrow>
<mml:msub>
<mml:mi>L</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> varying more than <inline-formula id="inf75">
<mml:math id="m87">
<mml:mrow>
<mml:msub>
<mml:mi>W</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, which was found to be quite stable (<xref ref-type="sec" rid="s11">Supplementary Figures S6, S7</xref>). We then used a different focal mechanism with strike and dip of 55&#xb0; and 44&#xb0; respectively, and a standard deviation of 10&#xb0;. As in the previous case, this perturbation affects <inline-formula id="inf76">
<mml:math id="m88">
<mml:mrow>
<mml:msub>
<mml:mi>L</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> more than <inline-formula id="inf77">
<mml:math id="m89">
<mml:mrow>
<mml:msub>
<mml:mi>W</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> in both the unilateral and bilateral scenarios. The directivity is well resolved in the bilateral case, while it shows considerable variation in the unilateral case (<xref ref-type="sec" rid="s11">Supplementary Figures S8, S9</xref>). In this case, the lack of bidirectional data results in a shortage of the necessary information to properly constrain directivity-related features, leading to more variable inversion results.</p>
</sec>
<sec id="s4-5">
<title>4.5 Uncertainty induced by the velocity model</title>
<p>To test the influence of the velocity model, we perturbed model A (<xref ref-type="fig" rid="F3">Figure 3A</xref>), which was used to calculate the synthetic ASTFs, and model B (<xref ref-type="fig" rid="F3">Figure 3B</xref>). The results show that perturbing model A by a standard deviation of 0.3&#xa0;km/s does not significantly affect the solution (<xref ref-type="sec" rid="s11">Supplementary Figures S10, S11</xref>). In contrast, using model B, which has lower wave velocities than model A, leads to a systematic underestimation of mean values of the rupture size and <inline-formula id="inf78">
<mml:math id="m90">
<mml:mrow>
<mml:msub>
<mml:munder accentunder="true">
<mml:mi>v</mml:mi>
<mml:mo>_</mml:mo>
</mml:munder>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> (<xref ref-type="sec" rid="s11">Supplementary Figures S12, S13</xref>).</p>
</sec>
</sec>
<sec id="s5">
<title>5 Discussion and conclusion</title>
<p>The use of second-moment tensors to determine the source parameters, including directivity, of moderate earthquakes could be a valuable tool to improve our understanding of source dynamics in a given area and to advance disaster mitigation. A potential application of the second-moment method to small earthquakes would be to identify portions of large faults that produce supershear ruptures and correlate them with the geology of the fault zone. The second-moment method also provides lower constraints on rupture velocity, which may be particularly useful for unilateral ruptures (<xref ref-type="bibr" rid="B32">McGuire and Kaneko, 2018</xref>). However, before the results can be interpreted, it is necessary to know the resolution limits of the method due to the possible uncertainties of the parameters used as inputs to the computational procedure. To this end, we performed sensitivity tests of the method using synthetic ASTFs.</p>
<p>The sensitivity analysis performed in this study shows that the uncertainties in the input data have different effects on the calculation of the source parameters and an accurate measurement of the ASTF as well as the velocity model play the most important role in influencing the inversion process. A visual overview of the results of our tests is provided by the violin plots (<xref ref-type="fig" rid="F9">Figures 9</xref>, <xref ref-type="fig" rid="F10">10</xref>) for unilateral (<xref ref-type="fig" rid="F9">Figure 9</xref>) and bilateral (<xref ref-type="fig" rid="F10">Figure 10</xref>) rupture scenarios. This type of plot is particularly useful for comparing the distribution of data between multiple categories or groups, as it effectively displays medians, ranges, and variabilities and facilitates comparison between different tests.</p>
<fig id="F9" position="float">
<label>FIGURE 9</label>
<caption>
<p>Mean values and dispersions of each output variable resulting from each perturbation test given on the x-axis, i.e., focal mechanism (fm), observed <inline-formula id="inf79">
<mml:math id="m91">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> (o<inline-formula id="inf80">
<mml:math id="m92">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> ), velocity models (mA and mB, respectively), hypocentral depth (h), and station configuration (sc) for the unilateral scenario. <bold>(A&#x2013;E)</bold> represent the solutions for the characteristic length, characteristic width, source duration, directivity and centroid rupture velocity respectively. The y-axis indicates the value of the output variable. The shape of each violin graph reflects the numerical counts of the resulting value. The red line serves as reference, indicating the input value.</p>
</caption>
<graphic xlink:href="feart-11-1198220-g009.tif"/>
</fig>
<fig id="F10" position="float">
<label>FIGURE 10</label>
<caption>
<p>Mean values and dispersions of each output variable resulting from each perturbation test given on the x-axis, i.e., focal mechanism (fm), observed <inline-formula id="inf81">
<mml:math id="m93">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> (o <inline-formula id="inf82">
<mml:math id="m94">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c4;</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> ), velocity models (mA and mB, respectively), hypocentral depth (h), and station configuration (sc) for the bilateral scenario. The y-axis indicates the value of the output variable. The shape of each violin graph reflects the numerical counts of the resulting value. <bold>(A&#x2013;E)</bold> represent the solutions for the characteristic length, characteristic width, source duration, directivity and centroid rupture velocity respectively. The red line serves as reference, indicating the input value.</p>
</caption>
<graphic xlink:href="feart-11-1198220-g010.tif"/>
</fig>
<p>We observe that the main source parameters, i.e., rupture size, source duration, and centroid velocity, are generally well reproduced within the standard deviation. As expected, the source duration resulting from the inversion process is strongly affected by the duration of the input ASTF, and even 10% affects the inversion of the second moment tensor. This is because the ASTF is strongly related to the second moments in time, which is a vector in the inversion of the linear system (Eq. <xref ref-type="disp-formula" rid="e8">8</xref>).</p>
<p>In the case of dense instrumentation, the horizontal location of the earthquake can be well resolved, but the resolution of the earthquake depth is largely determined by the velocity model, and inaccurate earthquake location can lead to uncertainties in the resolved second moments. In our case, perturbation of the hypocentral depth leads to artifacts in most of the resulting variable distributions. This is primarily due to the fact that the perturbed depth in the 1-D velocity models spans multiple layers, in which the slowness does not change once layer boundaries are crossed. In the case of model A, there is an interface between layers with a velocity difference of 0.7&#xa0;km/s. As a result, the ray paths vary considerably, which shows up in the calculations as two prominent peaks in each variable distribution. Using a velocity gradient between layers, most of the parameters studied are well represented by a one-peak distribution. Care must also be taken to avoid artifacts due to the discretization of the velocity model when the hypocenter is located at an interface between two layers with high velocity contrast. A perturbation of the velocity model A by 0.3&#xa0;km/s does not significantly affect the results for the fault dimension (<inline-formula id="inf83">
<mml:math id="m95">
<mml:mrow>
<mml:msub>
<mml:mi>L</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf84">
<mml:math id="m96">
<mml:mrow>
<mml:msub>
<mml:mi>W</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> ). Previous studies performed by <xref ref-type="bibr" rid="B32">McGuire and Kaneko (2018)</xref> for various source models have shown that the fault area can be well estimated when at least 15 ASTF measurements are available at a variety of take-off angles with upward and downward rays. The exact relationship between <inline-formula id="inf85">
<mml:math id="m97">
<mml:mrow>
<mml:msub>
<mml:mi>L</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf86">
<mml:math id="m98">
<mml:mrow>
<mml:msub>
<mml:mi>W</mml:mi>
<mml:mi>c</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, and the total rupture dimension also depends on the particular slip distribution. <xref ref-type="bibr" rid="B32">McGuire and Kaneko (2018)</xref> have shown that data sets with about 30 or more measurements provide a very good recovery of the rupture velocity. We observe that the values of directivity depend on the ASTF duration, the choice of velocity model, and the focal mechanism (<xref ref-type="fig" rid="F9">Figures 9D</xref>, <xref ref-type="fig" rid="F10">10D</xref>). To ensure good fault plane resolution, good ray path coverage for both upward and downward waves is critical (<xref ref-type="bibr" rid="B30">McGuire, 2004</xref>; <xref ref-type="bibr" rid="B32">McGuire and Kaneko, 2018</xref>), especially in poorly studied areas or complex geostructures. <xref ref-type="bibr" rid="B30">McGuire (2004)</xref> found that the horizontal component of the rupture directivities is generally well constrained and has good azimuthal coverage for strike&#x2014;slip events. The component of rupture directivity along dip can only be well determined when stations directly above the hypocenter are available, since seismic rays at most other stations are nearly horizontal.</p>
<p>Previous research has already shown that the second-moment method can be implemented with sufficient arrays to resolve the rupture dynamics of small earthquakes (M &#x223c; 2.5) with high accuracy (<xref ref-type="bibr" rid="B30">McGuire, 2004</xref>; <xref ref-type="bibr" rid="B21">Fan and McGuire, 2018</xref>; <xref ref-type="bibr" rid="B35">Meng et al., 2020</xref>). However, in our analyses, the perturbation of the station configuration did not affect the calculation of the source parameters, due to the particular input model we considered and the accuracy of the synthetic test. Further testing using different source models and real data would be needed in the future to investigate this issue.</p>
<p>The choice of an inappropriate velocity model leads to a significant bias in our results, indicating the strong influence of ray path calculation in the inversion process. When we used Model B to calculate the second moments, we obtained incorrect estimates for all source parameters. In such a case, adding more stations cannot compensate for the insufficient understanding of the crustal structure (e.g., <xref ref-type="bibr" rid="B44">Sara&#xf2; et al., 1998</xref>). Therefore, an accurate velocity model and hypocentral depth are crucial for the robustness of the results.</p>
<p>When using real data, the removal of path effects is also fundamental for accurate ASTF calculation and successful application of this method. If the EGF deconvolution method is used, selecting a good EGF is not an easy task. Especially for signals with low SNR, deconvolution in the frequency domain may be more advantageous. We are already working on this implementation, which will be the subject of a future publication. Although more time consuming and requiring an initial source model, we believe it would greatly improve the performance of second moments in the study of small or medium earthquakes, for which it can be difficult to find good EGFs due to noise.</p>
</sec>
</body>
<back>
<sec sec-type="data-availability" id="s6">
<title>Data availability statement</title>
<p>The original contributions presented in the study are included in the article/<xref ref-type="sec" rid="s11">Supplementary Material</xref>, further inquiries can be directed to the corresponding author.</p>
</sec>
<sec id="s7">
<title>Author contributions</title>
<p>AC, HM, and AS conception and design of the study. AC and HM synthetic tests and visualization. AC and AS writing of the manuscript. AS, HM, and GC supervision. GC funding resources. All authors contributed to the article and approved the submitted version.</p>
</sec>
<sec id="s8">
<title>Funding</title>
<p>This research has been supported by the Dipartimento della Protezione Civile, Presidenza del Consiglio dei Ministri (grant no. RAN2020 - 2022 CUP J91F20000110001).</p>
</sec>
<ack>
<p>We would like to express our sincere gratitude to the editor, N.A. Pino, and the three reviewers for their time and careful review that helped us to improve the paper. This research was partly carried out in the frame of the PRIN 2022 project &#x201c;2022ZHXWC9&#x201d;&#x2014;Intercepting the PREparatory Phase of lARge earthquakes from seismic information and gEodetic Displacement (PREPARED).</p>
</ack>
<sec sec-type="COI-statement" id="s9">
<title>Conflict of interest</title>
<p>The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.</p>
</sec>
<sec sec-type="disclaimer" id="s10">
<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>
<sec id="s11">
<title>Supplementary material</title>
<p>The Supplementary Material for this article can be found online at: <ext-link ext-link-type="uri" xlink:href="https://www.frontiersin.org/articles/10.3389/feart.2023.1198220/full#supplementary-material">https://www.frontiersin.org/articles/10.3389/feart.2023.1198220/full&#x23;supplementary-material</ext-link>
</p>
<supplementary-material xlink:href="DataSheet1.pdf" id="SM1" mimetype="application/pdf" xmlns:xlink="http://www.w3.org/1999/xlink"/>
</sec>
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