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<article article-type="research-article" dtd-version="1.3" xml:lang="ru">
  <front xmlns:xlink="http://www.w3.org/1999/xlink">
    <journal-meta>
      <journal-id journal-id-type="elibrary">https://www.elibrary.ru/title_about_new.asp?i</journal-id>
      <journal-title-group>
        <journal-title>Materials physics and mechanics</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Механика и физика материалов</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">1605-8119</issn>
    </journal-meta>
    <article-meta xmlns:xlink="http://www.w3.org/1999/xlink">
      <article-id pub-id-type="publisher-id">5</article-id>
      <title-group>
        <article-title>Influence of earthquake hypocenter location on soil-structure dynamic behavior</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Influence of earthquake hypocenter location on soil-structure dynamic behavior</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Dyukina</surname>
          </name>
          <xref ref-type="aff" rid="aff1"/>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Baranova</surname>
          </name>
          <xref ref-type="aff" rid="aff1"/>
        </contrib>
      </contrib-group>
      <aff id="aff1">Lobachevsky State University of Nizhni Novgorod</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2016-11-22">
        <day>22</day>
        <month>11</month>
        <year>2016</year>
      </pub-date>
      <volume>28</volume>
      <issue>1/2</issue>
      <fpage>21</fpage>
      <lpage>21</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://mpm.spbstu.ru/userfiles/files/MPM128_05_dyukina.pdf"/>
      <abstract xml:lang="en">
        <p>A new numerical method for large-sized buildings seismic resistance modeling is proposed. It assumes various factors: contact interaction with soil, gravity field, ground nonhomogeneity and earthquake hypocenter location. Deep and shallow earthquakes modeling methods are proposed additionally. It is shown that the location of the seismic source has different effects on the behavior of different types of structures during earthquakes.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>earthquake modeling</kwd>
        <kwd>new numerical method</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
