<?xml version="1.0" encoding="utf-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Publishing DTD v1.3 20210610//EN" "https://jats.nlm.nih.gov/publishing/1.3/JATS-journalpublishing1-3.dtd">
<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">6</article-id>
      <article-id pub-id-type="doi">10.18720/CUBS.30.6</article-id>
      <title-group>
        <article-title>Pulsation effects of wind to the antenna mast structures in software SCAD Office</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Пульсационные воздействия ветра на антенно-мачтовые сооружения в SCAD Office</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Ioskevich</surname>
            <given-names>Anton</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>anton-ioskevich@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Savchenko</surname>
            <given-names>Alexey</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>ya.int@yandex.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Egorova</surname>
            <given-names>Evgeniya</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>egorovaes@hotmail.com</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Ioskevich</surname>
            <given-names>Vasiliy</given-names>
          </name>
          <xref ref-type="aff" rid="aff2"/>
          <email>lvasily95@gmail.com</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Polyanskikh</surname>
            <given-names>Mark</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>don12850@mail.ru</email>
        </contrib>
      </contrib-group>
      <aff id="aff1">Peter the Great St. Petersburg Polytechnic University</aff>
      <aff id="aff2">St. Petersburg State University of Architecture and Civil Engineering</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2015-03-15">
        <day>15</day>
        <month>03</month>
        <year>2015</year>
      </pub-date>
      <issue>3</issue>
      <issue-id pub-id-type="publisher-id">30</issue-id>
      <fpage>81</fpage>
      <lpage>97</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://unistroy.spbstu.ru/userfiles/files/2015/3(30)/6_ioskevich_30.pdf"/>
      <abstract xml:lang="en">
        <p>The article is devoted to the calculation of antenna mast structures (AMS) using two different methodologies of adding pulsation wind load. The first method is implements the static theory of inertial loads applications. The second method a decomposition technique in vibrational mode (linear spectral theory), implemented in software SCAD Office. Analysis is performed on the requirements and recommendations contained in the current technical literature about communication structures. Comparison of the regulations of domestic and foreign standards by calculation of high constructions concerning directions of a wind and combinations of loadings which are necessary for considering at calculation of antenna mast structure (AMS) is executed. The calculation by two techniques for the two most common types of antenna mast structures (communication mast and communication tower) is performed in SCAD Office, and a comparison of results is made.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>spatial metal structures</kwd>
        <kwd>finite element method</kwd>
        <kwd>SCAD Office</kwd>
        <kwd>antenna-mast construction</kwd>
        <kwd>wind loads</kwd>
        <kwd>pulsation effects of wind</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
