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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">21409</article-id><article-id pub-id-type="doi">10.22363/1815-5235-2019-15-3-171-181</article-id><article-categories><subj-group subj-group-type="toc-heading" xml:lang="en"><subject>Analysis and design of building structures</subject></subj-group><subj-group subj-group-type="toc-heading" xml:lang="ru"><subject>Расчет и проектирование строительных конструкций</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">Method of full discretization in joint calculation in time of the system “construction - foundation - soil”</article-title><trans-title-group xml:lang="ru"><trans-title>Метод полной дискретизации в совместном расчете во времени системы «конструкция - фундамент - грунт»</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Ter-Emmanuilyan</surname><given-names>Tatyana N.</given-names></name><name xml:lang="ru"><surname>Тер-Эммануильян</surname><given-names>Татьяна Николаевна</given-names></name></name-alternatives><bio xml:lang="en"><p>Grand Ph.D., Professor, Department of Theoretical Mechanics</p></bio><bio xml:lang="ru"><p>доктор технических наук, доцент, профессор, кафедра «Теоретическая механика»</p></bio><email>tanya_ter@mail.ru</email><xref ref-type="aff" rid="aff1"/></contrib><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Polumordvinov</surname><given-names>Igor O.</given-names></name><name xml:lang="ru"><surname>Полумордвинов</surname><given-names>Игорь Олегович</given-names></name></name-alternatives><bio xml:lang="en"><p>Assistant Professor, Faculty of Oil and Gas Industry</p></bio><bio xml:lang="ru"><p>доктор технических наук, доцент, ассистентпрофессор, факультет «Энергетика и нефтегазовая индустрия.</p></bio><email>tanya_ter@mail.ru</email><xref ref-type="aff" rid="aff2"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en">Russian University of Transport</institution></aff><aff><institution xml:lang="ru">Российский университет транспорта</institution></aff></aff-alternatives><aff-alternatives id="aff2"><aff><institution xml:lang="en">Kazakh-British Technical University</institution></aff><aff><institution xml:lang="ru">Казахстанско-Британский технический университет</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2019-12-15" publication-format="electronic"><day>15</day><month>12</month><year>2019</year></pub-date><volume>15</volume><issue>3</issue><issue-title xml:lang="en">VOL 15, NO3 (2019)</issue-title><issue-title xml:lang="ru">ТОМ 15, №3 (2019)</issue-title><fpage>171</fpage><lpage>181</lpage><history><date date-type="received" iso-8601-date="2019-07-08"><day>08</day><month>07</month><year>2019</year></date></history><permissions><copyright-statement xml:lang="en">Copyright ©; 2019, Ter-Emmanuilyan T.N., Polumordvinov I.O.</copyright-statement><copyright-statement xml:lang="ru">Copyright ©; 2019, Тер-Эммануильян Т.Н., Полумордвинов И.О.</copyright-statement><copyright-year>2019</copyright-year><copyright-holder xml:lang="en">Ter-Emmanuilyan T.N., Polumordvinov I.O.</copyright-holder><copyright-holder xml:lang="ru">Тер-Эммануильян Т.Н., Полумордвинов И.О.</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/21409">https://journals.rudn.ru/structural-mechanics/article/view/21409</self-uri><abstract xml:lang="en"><p>Introduction. Prospective transition of CIS to the European design standards in the construction industry requires development of new and modification of known engineering methods for calculation and design of construction. Creation and development of such methods should be based on fundamental research that can become the basis for the development of principally new, innovative technologies. Methods. The paper consists of basis and practical application of the method of full discretization. This method is a special modification of finite element method for the solving of problems of the creep. Practical application of the method is illustrated with modeling and applied tasks. Results. The paper presents a joint calculation of the “structure - foundation - soil” system using the example of a reservoir of a modular biological wastewater treatment plant designed for filtration fields in the village of Tasboget, Akmola region, the Republic of Kazakhstan. The full picture of the evolution of the stress-strain state of structures is gained, taking into account the material creep and the history of construction. There is a comparison of result calculations with and without technology of erection of structures.</p></abstract><trans-abstract xml:lang="ru"><p>Цели исследования. Перспективный переход СНГ на европейские стандарты проектирования в строительной отрасли требует разработки новых и модификации известных инженерных методов расчета и проектирования строительства. Создание и развитие таких методов должно основываться на фундаментальных исследованиях, которые могут стать основой для разработки принципиально новых, инновационных технологий. Методы. В статье рассматриваются основы метода полной дискретизации и его практическое применение. Этот метод является специальной модификацией метода конечных элементов для решения задач ползучести. Практическое применение метода иллюстрируется моделированием и прикладными задачами. Результаты. В работе представлен совместный расчет системы «конструкция - фундамент - грунт» на примере резервуара модульной станции биологической очистки сточных вод, проектируемой для полей фильтрации в поселке Тасбогет Акмолинской области Республики Казахстан. Во всей расчетной области получена полная картина эволюции векторов перемещений, деформаций и напряжений во времени с учетом технологии возведения, проведено сравнение результатов расчета с учетом и без учета технологии возведения конструкций.</p></trans-abstract><kwd-group xml:lang="en"><kwd>method of full discretization</kwd><kwd>creep</kwd><kwd>displacements</kwd><kwd>deformations</kwd><kwd>stresses</kwd><kwd>concrete construction</kwd><kwd>stress-strain</kwd><kwd>tank</kwd><kwd>history of construction</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>метод полной дискретизации</kwd><kwd>ползучесть</kwd><kwd>перемещения</kwd><kwd>деформации</kwd><kwd>напряжения</kwd><kwd>бетонная конструкция</kwd><kwd>резервуар</kwd><kwd>история строительства</kwd></kwd-group><funding-group/></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><citation-alternatives><mixed-citation xml:lang="en">Chiorino M.A. (2014). 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