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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">9</article-id>
      <article-id pub-id-type="doi">10.18720/CUBS.17.9</article-id>
      <title-group>
        <article-title>The search of rational shape of spatial metal roof of long-span sport arena</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Поиск рациональной геометрической схемы пространственной металлической конструкции покрытия большепролетного спортивного сооружения</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <contrib-id contrib-id-type="orcid">0000-0001-6744-9249</contrib-id>
          <contrib-id contrib-id-type="scopus">6506030356</contrib-id>
          <contrib-id contrib-id-type="researcherid">AAR-2529-2020</contrib-id>
          <name>
            <surname>Garifullin</surname>
            <given-names>Marsel</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>marsel.garifullin@tuni.fi</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Semenov</surname>
            <given-names>Sergey</given-names>
          </name>
          <xref ref-type="aff" rid="aff2"/>
          <email>floods77@yandex.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Belyaeva</surname>
            <given-names>Svetlana</given-names>
          </name>
          <xref ref-type="aff" rid="aff2"/>
          <email>lanawhite75@gmail.com</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Porivaev</surname>
            <given-names>Ilya</given-names>
          </name>
          <xref ref-type="aff" rid="aff3"/>
          <email>iporivaev@gmail.com</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Safiullin</surname>
            <given-names>Marat</given-names>
          </name>
          <xref ref-type="aff" rid="aff2"/>
          <email>safiullinmarat@list.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Semenov</surname>
            <given-names>Alexander</given-names>
          </name>
          <xref ref-type="aff" rid="aff2"/>
          <email>asfugntu@yandex.ru</email>
        </contrib>
      </contrib-group>
      <aff id="aff1">Tampere University, Tampere, Finland</aff>
      <aff id="aff2">Ufa State Petroleum Technological University</aff>
      <aff id="aff3">Peter the Great St. Petersburg Polytechnic University</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2014-02-15">
        <day>15</day>
        <month>02</month>
        <year>2014</year>
      </pub-date>
      <issue>2</issue>
      <issue-id pub-id-type="publisher-id">17</issue-id>
      <fpage>107</fpage>
      <lpage>124</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://unistroy.spbstu.ru/userfiles/files/2014/2(17)/9_garifullin_17.pdf"/>
      <abstract xml:lang="en">
        <p>In this article a method of Finite Element modeling the roof of a stadium in SCAD Office as a three-dimensional structure is considered. The stress-strain state of the supporting framework of the roof is analyzed paying attention to different loads contribution. Following the results of the investigation the shape of the roof is optimized by the criterion of metal consumption.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>spatial metal structure</kwd>
        <kwd>slong span structure</kwd>
        <kwd>finite element method</kwd>
        <kwd>SCAD Office</kwd>
        <kwd>rational shape</kwd>
        <kwd>metal consumption</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
