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<!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">69439</journal-id>
      <journal-title-group>
        <journal-title>AlfaBuild</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>AlfaBuild</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2658-5553</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">10.34910/ALF.12.9</article-id>
      <title-group>
        <article-title>Graphic comparison of masonry compressive strength formulas</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Графическое сравнение формул расчета прочности на сжатие кирпичной кладки</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Desyatova</surname>
            <given-names>Polina</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>desyatovapolina@gmail.com</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Dronov</surname>
            <given-names>Danil</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>dronovdanil@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <name>
            <surname>Nenashev</surname>
            <given-names>Valentin</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>v.s.nenashev@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="2019-05-01">
        <day>01</day>
        <month>05</month>
        <year>2019</year>
      </pub-date>
      <volume>12</volume>
      <issue>5</issue>
      <issue-id pub-id-type="publisher-id">12</issue-id>
      <fpage>85</fpage>
      <lpage>97</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://alfabuild.spbstu.ru/userfiles/files/AlfaBuild/AlfaBuild_2019_12/12_9.pdf"/>
      <abstract xml:lang="en">
        <p>The need to use non-destructive methods for studying the strength of brick structures is an urgent task today. One of the non-destructive methods is the use of formulas for calculating the compressive strength of brickwork.This article is about a comparative analysis of three empirical formulas for determining the strength of brickwork for compression, used in building codes of Russia and Europe. The graphs below show the dependence of the design values of the ultimate strength of brickwork under compression on the strength of the brick. This makes possible to see the difference in the calculation methods. Moreover, there was a discrepancy found in professor Onyshika's formula during the work from his "Stone-made constructions" monography with formula in Stone-made and armo-stone made constructions guideline. (SNiP II-22-81).</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>brick</kwd>
        <kwd>masonry</kwd>
        <kwd>compression</kwd>
        <kwd>formulas</kwd>
        <kwd>analysis</kwd>
        <kwd>brickwork</kwd>
        <kwd>Eurocode</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
