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<article article-type="research-article" dtd-version="1.3" xml:lang="en">
  <front xmlns:xlink="http://www.w3.org/1999/xlink">
    <journal-meta>
      <journal-id journal-id-type="elibrary">33407</journal-id>
      <journal-title-group>
        <journal-title>Construction of Unique Buildings and Structures</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Строительство уникальных зданий и сооружений</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2304-6295</issn>
    </journal-meta>
    <article-meta xmlns:xlink="http://www.w3.org/1999/xlink">
      <article-id pub-id-type="publisher-id">3</article-id>
      <article-id pub-id-type="doi">10.18720/CUBS.29.3</article-id>
      <title-group>
        <article-title>Analysis of stress in frame nodes of a single-storey steel framework in high seismic loads conditions with the use of SCAD software</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Анализ работы рамных узлов одноэтажного стального каркаса в условиях высокой сейсмики с использованием ПК «SCAD»</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Egarmin</surname>
            <given-names>Konstantin</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>kon.egarmin@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Sysoev</surname>
            <given-names>Grigory</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>401511@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <contrib-id contrib-id-type="orcid">0000-0002-1196-8004</contrib-id>
          <contrib-id contrib-id-type="scopus">6508103761</contrib-id>
          <contrib-id contrib-id-type="researcherid">O-6995-2019</contrib-id>
          <name>
            <surname>Vatin</surname>
            <given-names>Nikolai Ivanovich</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>vatin@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Vrublevskaya</surname>
            <given-names>Maria</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>masha0901@gmail.com</email>
        </contrib>
      </contrib-group>
      <aff id="aff1">Peter the Great St. Petersburg Polytechnic University</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2015-02-14">
        <day>14</day>
        <month>02</month>
        <year>2015</year>
      </pub-date>
      <issue>2</issue>
      <issue-id pub-id-type="publisher-id">29</issue-id>
      <fpage>34</fpage>
      <lpage>44</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://unistroy.spbstu.ru/userfiles/files/2015/2(29)/3_egarmin_29.pdf"/>
      <abstract xml:lang="en">
        <p>The article contains an analysis of calculation data of a single-storey steel framework. The calculations were conducted with the use of SCAD software. The stress in elements was calculated and analyzed during the research.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>seismic</kwd>
        <kwd>stress analysis</kwd>
        <kwd>steel framework</kwd>
        <kwd>nodes</kwd>
        <kwd>SCAD</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
