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<article 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" xmlns:ali="http://www.niso.org/schemas/ali/1.0/" article-type="research-article" dtd-version="1.2" xml:lang="en"><front><journal-meta><journal-id journal-id-type="publisher-id">Structural Mechanics of Engineering Constructions and Buildings</journal-id><journal-title-group><journal-title xml:lang="en">Structural Mechanics of Engineering Constructions and Buildings</journal-title><trans-title-group xml:lang="ru"><trans-title>Строительная механика инженерных конструкций и сооружений</trans-title></trans-title-group></journal-title-group><issn publication-format="print">1815-5235</issn><issn publication-format="electronic">2587-8700</issn><publisher><publisher-name xml:lang="en">Peoples’ Friendship University of Russia named after Patrice Lumumba (RUDN University)</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="publisher-id">15202</article-id><article-categories><subj-group subj-group-type="toc-heading" xml:lang="en"><subject>Articles</subject></subj-group><subj-group subj-group-type="toc-heading" xml:lang="ru"><subject>Статьи</subject></subj-group><subj-group subj-group-type="article-type"><subject>Research Article</subject></subj-group></article-categories><title-group><article-title xml:lang="en">NONLINEAR CREEP THEORY OF CONCRETE AND REINFORCED CONCRETE AND MODERN STANDARDS</article-title><trans-title-group xml:lang="ru"><trans-title>НЕЛИНЕЙНАЯ ТЕОРИЯ ПОЛЗУЧЕСТИ БЕТОНА И ЖЕЛЕЗОБЕТОНА И СОВРЕМЕННЫЕ НОРМЫ</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>SANJAROVSKY</surname><given-names>R Sergeevich</given-names></name><name xml:lang="ru"><surname>САНЖАРОВСКИЙ</surname><given-names>Рудольф Сергеевич</given-names></name></name-alternatives><bio xml:lang="ru">д-р техн. наук, проф.</bio><email>-</email><xref ref-type="aff" rid="aff1"/></contrib><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>MANCHENKO</surname><given-names>M Mikhaylovich</given-names></name><name xml:lang="ru"><surname>МАНЧЕНКО</surname><given-names>Максим Михайлович</given-names></name></name-alternatives><bio xml:lang="ru">к.т.н., ст. науч. сотр.</bio><email>manchenko.se@gmail.com</email><xref ref-type="aff" rid="aff2"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en">L.N.Gumilyov Eurasian National University, Astana, Kazakhstan</institution></aff><aff><institution xml:lang="ru">ЕНУ им. Л.Н. Гумилева 010000</institution></aff></aff-alternatives><aff-alternatives id="aff2"><aff><institution xml:lang="en">Krylov State Research Centre, St. Petersburg, Russia</institution></aff><aff><institution xml:lang="ru">ФГУП "Крыловкий государственный научный центр"</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2017-01-15" publication-format="electronic"><day>15</day><month>01</month><year>2017</year></pub-date><issue>1</issue><issue-title xml:lang="en">NO1 (2017)</issue-title><issue-title xml:lang="ru">№1 (2017)</issue-title><fpage>23</fpage><lpage>35</lpage><history><date date-type="received" iso-8601-date="2017-02-14"><day>14</day><month>02</month><year>2017</year></date></history><permissions><copyright-statement xml:lang="ru">Copyright ©; 2017, САНЖАРОВСКИЙ Р.С., МАНЧЕНКО М.М.</copyright-statement><copyright-year>2017</copyright-year><copyright-holder xml:lang="ru">САНЖАРОВСКИЙ Р.С., МАНЧЕНКО М.М.</copyright-holder><ali:free_to_read xmlns:ali="http://www.niso.org/schemas/ali/1.0/"/><license><ali:license_ref xmlns:ali="http://www.niso.org/schemas/ali/1.0/">http://creativecommons.org/licenses/by/4.0</ali:license_ref></license></permissions><self-uri xlink:href="https://journals.rudn.ru/structural-mechanics/article/view/15202">https://journals.rudn.ru/structural-mechanics/article/view/15202</self-uri><abstract xml:lang="en">In the article, the theoretical analysis of the basic error inherent in the theory of calculation of non-linear creep of concrete is presented. The article is written in accordance with the recommendations of the scientific seminar held in RUDN University in the 9th June,2016, under the leadership ofProf. S. Krivoshapko. The necessity of a complete overhaul of modern standards of Russia and other countries on concrete creep is revealed.</abstract><trans-abstract xml:lang="ru">В статье проведен теоретический анализ основных ошибок, заложенных в теорию расчета нелинейной ползучести железобетонных конструкций. Статья написана в соответствии с рекомендациями круглого стола, состоявшегося в Российском университете дружбы народов 09.06.2016 г. под руководством д.т.н., проф. С.Н. Кривошапко. Выявлена необходимость полной переработки современных норм России и других стран по ползучести железобетона.</trans-abstract><kwd-group xml:lang="en"><kwd>theory for concrete creep</kwd><kwd>sustained resistance of the building structures</kwd><kwd>modern building regulations</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>теория ползучести бетона</kwd><kwd>длительное сопротивление кон- струкций</kwd><kwd>современные строительные нормы</kwd></kwd-group></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><mixed-citation>EN 1992-2 2004, Eurocode 2: Design of concrete structures.</mixed-citation></ref><ref id="B2"><label>2.</label><mixed-citation>Fib, Model Code for Concrete Structures 2010, Ernst &amp;Sohn, 2013, 402 pp.</mixed-citation></ref><ref id="B3"><label>3.</label><mixed-citation>ACI 209.2R-08, Guide for Modeling an Calculation of Shrinkage and Creep in Hardened Concrete, American Concrete Institute, Farmington Hills, MI, 2008, 48 pp.</mixed-citation></ref><ref id="B4"><label>4.</label><mixed-citation>Арутюнян Н.Х. 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