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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">bzhb</journal-id><journal-title-group><journal-title xml:lang="ru">Бетон и железобетон</journal-title><trans-title-group xml:lang="en"><trans-title>Concrete and Reinforced Concrete</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">0005-9889</issn><issn pub-type="epub">3034-1302</issn><publisher><publisher-name>АО «НИЦ «Строительство»</publisher-name></publisher></journal-meta><article-meta><article-id custom-type="elpub" pub-id-type="custom">bzhb-55</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>Статьи</subject></subj-group></article-categories><title-group><article-title>Практическая методика расчета прочности узлов сопряжения железобетонных колонн и плит из бетонов разных классов по прочности</article-title><trans-title-group xml:lang="en"><trans-title>Practical method for calculating the strength of reinforced concrete columns and slabs joints made of concrete of different strength grades</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>Болгов</surname><given-names>А. Н.</given-names></name><name name-style="western" xml:lang="en"><surname>Bolgov</surname><given-names>A. N.</given-names></name></name-alternatives><bio xml:lang="ru"><p>канд. техн. наук, Лаборатория № 2</p><p>e-mail: 200651@mail.ru </p></bio><bio xml:lang="en"><p>Candidate of Sciences (Engineering), Laboratory No. 2</p><p>e-mail: 200651@mail.ru </p></bio><email xlink:type="simple">200651@mail.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Иванов</surname><given-names>С. И.</given-names></name><name name-style="western" xml:lang="en"><surname>Ivanov</surname><given-names>S. I.</given-names></name></name-alternatives><bio xml:lang="ru"><p>канд. техн. наук, Лаборатория № 2</p><p>e-mail: 5378018@mail.ru </p></bio><bio xml:lang="en"><p>Candidate of Sciences (Engineering), Laboratory No. 2</p><p>e-mail: 5378018@mail.ru </p></bio><email xlink:type="simple">5378018@mail.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Сокуров</surname><given-names>А. З.</given-names></name><name name-style="western" xml:lang="en"><surname>Sokurov</surname><given-names>A. Z.</given-names></name></name-alternatives><bio xml:lang="ru"><p>канд. техн. наук, Лаборатория № 2</p><p>e-mail: 6618188@gmail.com </p></bio><bio xml:lang="en"><p>Candidate of Sciences (Engineering), Laboratory No. 2</p><p>e-mail: 6618188@gmail.com </p></bio><email xlink:type="simple">6618188@gmail.com</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Невский</surname><given-names>А. В.</given-names></name><name name-style="western" xml:lang="en"><surname>Nevsky</surname><given-names>A. V.</given-names></name></name-alternatives><bio xml:lang="ru"><p>канд. техн. наук, Лаборатория № 2</p><p>e-mail: lokop888@gmail.com </p></bio><bio xml:lang="en"><p>Candidate of Sciences (Engineering), Laboratory No. 2</p><p>e-mail: lokop888@gmail.com </p></bio><email xlink:type="simple">lokop888@gmail.com</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Научно-исследовательский, проектно-конструкторский и технологический институт бетона и железобетона (НИИЖБ) им. А.А. Гвоздева, АО «НИЦ «Строительство»</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Research, Design and Technological institute of Concrete and Reinforced Concrete (NIIZHB) named after A.A. Gvozdev JSC “Research Center “Stroitel’stvo”</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2021</year></pub-date><pub-date pub-type="epub"><day>14</day><month>09</month><year>2023</year></pub-date><volume>607-608</volume><issue>5-6</issue><fpage>38</fpage><lpage>43</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Болгов А.Н., Иванов С.И., Сокуров А.З., Невский А.В., 2023</copyright-statement><copyright-year>2023</copyright-year><copyright-holder xml:lang="ru">Болгов А.Н., Иванов С.И., Сокуров А.З., Невский А.В.</copyright-holder><copyright-holder xml:lang="en">Bolgov A.N., Ivanov S.I., Sokurov A.Z., Nevsky A.V.</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://www.bzhb.ru/jour/article/view/55">https://www.bzhb.ru/jour/article/view/55</self-uri><abstract><p>Приведена инженерная методика расчета узлов «плита–колонна», учитывающая различные классы бетона по прочности в плите и колонне. Точность предложенных зависимостей оценена в ходе сопоставления с опытными данными других авторов, а также с результатами численного моделирования. Оценка показала удовлетворительную точность предложенной методики расчета.</p></abstract><trans-abstract xml:lang="en"><p>The article presents an engineering methodology for calculating the slab-column joints, coupled with different strength grades of concrete in slab and column. The accuracy of the proposed formulas was assessed in comparison with experimental data of other authors, as well as with the results of numerical modeling. Evaluation showed satisfactory accuracy of the proposed methodology.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>железобетонные конструкции</kwd><kwd>стык плиты с колонной</kwd><kwd>узел «плита–колонна»</kwd><kwd>прочность</kwd><kwd>инженерная методика расчета</kwd></kwd-group><kwd-group xml:lang="en"><kwd>reinforced concrete structures</kwd><kwd>slab-сolumn connection</kwd><kwd>slab-column joint</kwd><kwd>strength</kwd><kwd>engineering methodology for calculating</kwd></kwd-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">Bolgov A.N., Ivanov S.I., Sokurov A.Z., Nevsky A.V. Strength’s calculation of reinforced concrete slabcolumns joints in monolithic frame of highrise buildings. &lt;i&gt;Beton i Zhelezobeton&lt;/i&gt; [Concrete and Reinforced Concrete]. 2021. No. 4 (606), pp. 39–44. 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