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<article article-type="research-article" dtd-version="1.3" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xml:lang="ru"><front><journal-meta><journal-id journal-id-type="publisher-id">construction</journal-id><journal-title-group><journal-title xml:lang="ru">Строительство и реконструкция</journal-title><trans-title-group xml:lang="en"><trans-title>Building and Reconstruction</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">2073-7416</issn><publisher><publisher-name>Орловский государственный университет имени И.С. Тургенева</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.33979/2073-7416-2020-87-1-54-58</article-id><article-id custom-type="elpub" pub-id-type="custom">construction-257</article-id><article-categories><subj-group subj-group-type="heading"><subject>Research Article</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="ru"><subject>ТЕОРИЯ ИНЖЕНЕРНЫХ СООРУЖЕНИЙ. СТРОИТЕЛЬНЫЕ КОНСТРУКЦИИ</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>THEORY OF ENGINEERING STRUCTURES. BUILDING UNITS</subject></subj-group></article-categories><title-group><article-title>НЕКОТОРЫЕ ВОПРОСЫ РАСЧЕТА ПРИ СОПРЯЖЕНИИ СБОРНЫХ КОНСТРУКЦИЙ</article-title><trans-title-group xml:lang="en"><trans-title>SOME ISSUES OF CALCULATION IN THE CONNECTION OF THE PREFABRICATED STRUCTURES</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Шапиро</surname><given-names>Г. И.</given-names></name><name name-style="western" xml:lang="en"><surname>Shapiro</surname><given-names>G. I.</given-names></name></name-alternatives><email xlink:type="simple">g-shapiro@mail.ru</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>ООО «Техрекон»</institution></aff><aff xml:lang="en"><institution>LLC Techrecon</institution></aff></aff-alternatives><pub-date pub-type="collection"><year>2020</year></pub-date><pub-date pub-type="epub"><day>24</day><month>11</month><year>2020</year></pub-date><volume>0</volume><issue>1</issue><fpage>54</fpage><lpage>58</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Шапиро Г.И., 2020</copyright-statement><copyright-year>2020</copyright-year><copyright-holder xml:lang="ru">Шапиро Г.И.</copyright-holder><copyright-holder xml:lang="en">Shapiro G.I.</copyright-holder><license xml:lang="ru" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>Данная работа распространяется под лицензией Creative Commons Attribution 4.0.</license-p></license><license xml:lang="en" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>This work is licensed under a Creative Commons Attribution 4.0 License.</license-p></license></permissions><self-uri xlink:href="https://construction.elpub.ru/jour/article/view/257">https://construction.elpub.ru/jour/article/view/257</self-uri><abstract><p>При построении расчетных моделей зданий с учетом сопряжения сборных конструкций важно понимать, сохранится ли неразрывность их непрерывного сопряжения при приложении нагрузки. Зачастую ошибки в моделировании могут привести к необоснованному завышению сечений конструкций, их повреждению или даже аварии в процессе возведения и эксплуатации здания. Обращается внимание на ряд задач, в которых проблемы сопряжения встречаются при проектировании зданий и сооружений из сборных конструкций.</p></abstract><trans-abstract xml:lang="en"><p>During the development of the buildings design models, very important to take into account the conjugation of prefabricated structures, and to understand whether the continuity of their continuous conjugation will remain under the load. Sometimes errors in modeling can lead to an unreasonable increase in cross sections of structures, their damage, or even an accident during the construction and operation of a building. Below it is drawn attention to the number of tasks in which there are interface problems in the design of buildings and structures from prefabricated structures.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>сборные конструкции</kwd><kwd>платформенный стык</kwd><kwd>железобетон</kwd><kwd>структурный анализ</kwd></kwd-group><kwd-group xml:lang="en"><kwd>prefabricated structures</kwd><kwd>platform joint</kwd><kwd>reinforced concrete</kwd><kwd>structural analysis</kwd></kwd-group></article-meta></front><back><ref-list><title>References</title></ref-list><fn-group><fn fn-type="conflict"><p>The authors declare that there are no conflicts of interest present.</p></fn></fn-group></back></article>
