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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">mirtr</journal-id><journal-title-group><journal-title xml:lang="ru">Мир транспорта</journal-title><trans-title-group xml:lang="en"><trans-title>World of Transport and Transportation</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">1992-3252</issn><publisher><publisher-name>Russian University of Transport (RUT)</publisher-name></publisher></journal-meta><article-meta><article-id custom-type="elpub" pub-id-type="custom">mirtr-630</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>ОРИЕНТИРЫ РАЗВИТИЯ</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>PROSPECTS’ REFERENCES</subject></subj-group></article-categories><title-group><article-title>РАСЧЕТ МОДЕЛИ ВЕРТИКАЛЬНЫХ ПОДЗЕМНЫХ ВЫРАБОТОК</article-title><trans-title-group xml:lang="en"><trans-title>MODELING OF STRUCTURAL BEHAVIOR FOR VERTICAL UNDERGROUND EXCAVATIONS</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>Шейн</surname><given-names>А.</given-names></name><name name-style="western" xml:lang="en"><surname>Shein</surname><given-names>A.</given-names></name></name-alternatives><bio xml:lang="ru"><p>аспирант кафедры «Системы автоматизированного проектирования транспортных конструкций и сооружений»</p></bio><bio xml:lang="en"><p>Ph.D. student at the department of Computer-aided design of transportation structures and facilities</p></bio><email xlink:type="simple">sheinaungtun@gmail.com</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Московский государственный университет путей сообщения (МИИТ)</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Moscow State University of Railway Engineering (MIIT).</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2012</year></pub-date><pub-date pub-type="epub"><day>28</day><month>04</month><year>2012</year></pub-date><volume>0</volume><issue>2</issue><fpage>88</fpage><lpage>91</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Шейн А., 2012</copyright-statement><copyright-year>2012</copyright-year><copyright-holder xml:lang="ru">Шейн А.</copyright-holder><copyright-holder xml:lang="en">Shein A.</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://mirtr.elpub.ru/jour/article/view/630">https://mirtr.elpub.ru/jour/article/view/630</self-uri><abstract><p>Разработана перспективная методика  расчета модели для определения  напряженно-деформированного  состояния среза шахтного ствола  на произвольной глубине. Создан  программный комплекс «Шахта»,  который значительно ускоряет  процесс проектирования подземных  транспортных сооружений.</p></abstract><trans-abstract xml:lang="en"><p>The author describes the engineering of a prospective technique of simulation of mode of deformation of a shaft’s slice at a random depth, which has been used to create the software “Mine” serving to accelerate the designing of underground transport installations.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>подземный транспорт</kwd><kwd>шахтный ствол</kwd><kwd>грунт</kwd><kwd>железобетонные конструкции</kwd><kwd>напряженно-деформированное состояние</kwd><kwd>расчетная модель</kwd></kwd-group><kwd-group xml:lang="en"><kwd>underground transport</kwd><kwd>shaft</kwd><kwd>soil</kwd><kwd>reinforced concrete installations</kwd><kwd>deflected mode</kwd><kwd>design model</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">Булычёв Н.С. Механика подземных сооружений. – М.: Недра, 1994.</mixed-citation><mixed-citation xml:lang="en">Булычёв Н.С. Механика подземных сооружений. – М.: Недра, 1994.</mixed-citation></citation-alternatives></ref><ref id="cit2"><label>2</label><citation-alternatives><mixed-citation xml:lang="ru">Самуль В.И. Основы теории упругости и пластичности. – М.: Высшая школа, 1970.</mixed-citation><mixed-citation xml:lang="en">Самуль В.И. Основы теории упругости и пластичности. – М.: Высшая школа, 1970.</mixed-citation></citation-alternatives></ref><ref id="cit3"><label>3</label><citation-alternatives><mixed-citation xml:lang="ru">Зенкевич О. Метод конечных элементов в технике. – М.: Мир, 1975</mixed-citation><mixed-citation xml:lang="en">Зенкевич О. Метод конечных элементов в технике. – М.: Мир, 1975</mixed-citation></citation-alternatives></ref></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>
