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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="other" dtd-version="1.2" xml:lang="en"><front><journal-meta><journal-id journal-id-type="publisher-id">RUDN Journal of Engineering Research</journal-id><journal-title-group><journal-title xml:lang="en">RUDN Journal of Engineering Research</journal-title><trans-title-group xml:lang="ru"><trans-title>Вестник Российского университета дружбы народов. Серия: Инженерные исследования</trans-title></trans-title-group></journal-title-group><issn publication-format="print">2312-8143</issn><issn publication-format="electronic">2312-8151</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">5020</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></subject></subj-group></article-categories><title-group><article-title xml:lang="en">Strength analysis of composite shear walls under explosion loadings</article-title><trans-title-group xml:lang="ru"><trans-title>Анализ прочности конструкций диафрагм жесткости зданий при взрывных воздействиях</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Heidari</surname><given-names>А</given-names></name><name xml:lang="ru"><surname>Хейдари</surname><given-names>Алиреза</given-names></name></name-alternatives><bio xml:lang="en">Peoples' Friendship University of Russia</bio><bio xml:lang="ru">Российский университет дружбы народов</bio><email>alborz.dimas@gmail.com</email><xref ref-type="aff" rid="aff1"/></contrib><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Galishnikova</surname><given-names>V V</given-names></name><name xml:lang="ru"><surname>Галишникова</surname><given-names>Вера Владимировна</given-names></name></name-alternatives><bio xml:lang="en">Peoples' Friendship University of Russia</bio><bio xml:lang="ru">Российский университет дружбы народов</bio><email>galishni@gmail.com</email><xref ref-type="aff" rid="aff1"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en">Peoples' Friendship University of Russia</institution></aff><aff><institution xml:lang="ru">Российский университет дружбы народов</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2011-02-15" publication-format="electronic"><day>15</day><month>02</month><year>2011</year></pub-date><issue>2</issue><issue-title xml:lang="en">NO2 (2011)</issue-title><issue-title xml:lang="ru">№2 (2011)</issue-title><fpage>76</fpage><lpage>81</lpage><history><date date-type="received" iso-8601-date="2016-09-07"><day>07</day><month>09</month><year>2016</year></date></history><permissions><copyright-statement xml:lang="ru">Copyright ©; 2011, Хейдари А., Галишникова В.В.</copyright-statement><copyright-year>2011</copyright-year><copyright-holder xml:lang="ru">Хейдари А., Галишникова В.В.</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/engineering-researches/article/view/5020">https://journals.rudn.ru/engineering-researches/article/view/5020</self-uri><abstract xml:lang="en">The results of computer modeling of the behavior of shear walls of a building under the action of explosion loads are presented in this paper. The modeling was performed with the ANSYS software. Comparative analysis of two types of shear walls is carried out: ordinary reinforced concrete shear walls and composite shear walls with the external reinforcement of high-strength low-alloy steel plate.</abstract><trans-abstract xml:lang="ru">В работе представлены результаты компьютерного моделирования поведения конструкции диафрагмы жесткости каркасного здания при действии динамических нагрузок от взрывной волны. Моделирование выполнено в программном комплексе ANSYS. Приведено сравнительное исследование прочности типовых железобетонных диафрагм и композиционных диафрагм, усиленных пластинами из высоколегированной стали.</trans-abstract><kwd-group xml:lang="en"><kwd>explosion loading</kwd><kwd>structural strategies</kwd><kwd>aid cables</kwd><kwd>ordinary reinforced concrete shear wall</kwd><kwd>composite shear wall</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>взрывные воздействия</kwd><kwd>конструкции зданий</kwd><kwd>железобетонные диафрагмы жесткости</kwd><kwd>композиционные диафрагмы</kwd><kwd>компьютерное моделирование</kwd></kwd-group></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><mixed-citation>Bangash M.Y.H. Prototype building structures: analysis and design. Thomas Telford, 1999.</mixed-citation></ref><ref id="B2"><label>2.</label><mixed-citation>Bangash M.Y.H. Impact and explosion - structural analysis and design. Blackwell Science, 1993.ANSYS version 5.4 Registered for Mahab Ghods Company, Tehran, IRAN.</mixed-citation></ref></ref-list></back></article>
