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  <front xmlns:xlink="http://www.w3.org/1999/xlink">
    <journal-meta>
      <journal-id journal-id-type="elibrary">75504</journal-id>
      <journal-title-group>
        <journal-title>Magazine of Civil Engineering</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Magazine of Civil Engineering</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2712-8172</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">10.5862/MCE.30.3</article-id>
      <title-group>
        <article-title>The oscillations of ship lock bottom</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Колебания днища судоходного шлюза</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Senitskiy</surname>
            <given-names>Yuriy</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>Senitskiy@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Kuzmin</surname>
            <given-names>N.</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
        </contrib>
      </contrib-group>
      <aff id="aff1">Samara State University of Architecture and Civil Engineering</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2012-06-23">
        <day>23</day>
        <month>06</month>
        <year>2012</year>
      </pub-date>
      <issue>4</issue>
      <issue-id pub-id-type="publisher-id">30</issue-id>
      <fpage>17</fpage>
      <lpage>24</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://engstroy.spbstu.ru/userfiles/files/2012/4(30)/03.pdf"/>
      <abstract xml:lang="en">
        <p>The article deals with the dynamic characteristics of the ship lock. The accurate design relations intended to study the natural and forced vibrations of the bottom of the ship lock are provided. The degree of filling of the lock, as well as the added mass of water is considered. The various coupling conditions of the bottom and walls of buildings are taken into account. A concrete example of the calculation is given. An exact, in the framework of the adopted design scheme, solution of the problem of the own and forced vibrations of the bottom of the ship lock is found. The frequency of the first five tones of vibrations and the associated mass of liquid according to thickness of the structure and coupling conditions of the bottom and sides of the lock are analyzed. A significant effect of liquids on low-frequency part of the spectrum and the dynamic response of the bottom is determined.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>ship lock</kwd>
        <kwd>lock bottom</kwd>
        <kwd>bottom oscillations</kwd>
        <kwd>frequency</kwd>
        <kwd>added mass of fluid</kwd>
        <kwd>finite integral transformations</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
