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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">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">11252</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">RESEARCH OF INFLUENCE OF MODEL'S SUPPORT RIGIDITY ON DYNAMIC PARAMETERS</article-title><trans-title-group xml:lang="ru"><trans-title>ИССЛЕДОВАНИЕ ВЛИЯНИЯ ЖЕСТКОСТИ ОПОР МОДЕЛИ НА ДИНАМИЧЕСКИЕ ПАРАМЕТРЫ</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Tolstykh</surname><given-names>М А</given-names></name><name xml:lang="ru"><surname>Толстых</surname><given-names>М А</given-names></name></name-alternatives><bio xml:lang="ru">аспирант; ОАО НИЦ «Строительство», ЦНИИСК им. В.А. Кучеренко</bio><email>mtolstyh@mail.ru &amp;lt;mailto:mtolstyh@mail.ru&amp;gt;</email><xref ref-type="aff" rid="aff1"/></contrib><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Khasanov</surname><given-names>Т М</given-names></name><name xml:lang="ru"><surname>Хасанов</surname><given-names>Т М</given-names></name></name-alternatives><bio xml:lang="ru">аспирант; ОАО НИЦ «Строительство», ЦНИИСК им. В.А. Кучеренко</bio><email>-</email><xref ref-type="aff" rid="aff1"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en"></institution></aff><aff><institution xml:lang="ru">ОАО НИЦ «Строительство», ЦНИИСК им. В.А. Кучеренко</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2011-04-15" publication-format="electronic"><day>15</day><month>04</month><year>2011</year></pub-date><issue>4</issue><issue-title xml:lang="en">NO4 (2011)</issue-title><issue-title xml:lang="ru">№4 (2011)</issue-title><fpage>75</fpage><lpage>80</lpage><history><date date-type="received" iso-8601-date="2016-09-12"><day>12</day><month>09</month><year>2016</year></date></history><permissions><copyright-statement xml:lang="en">Copyright ©; 2016, Structural Mechanics of Engineering Constructions and Buildings</copyright-statement><copyright-statement xml:lang="ru">Copyright ©; 2016, Строительная механика инженерных конструкций и сооружений</copyright-statement><copyright-year>2016</copyright-year><copyright-holder xml:lang="en">Structural Mechanics of Engineering Constructions and Buildings</copyright-holder><copyright-holder xml:lang="ru">Строительная механика инженерных конструкций и сооружений</copyright-holder><ali:free_to_read xmlns:ali="http://www.niso.org/schemas/ali/1.0/"/></permissions><self-uri xlink:href="https://journals.rudn.ru/structural-mechanics/article/view/11252">https://journals.rudn.ru/structural-mechanics/article/view/11252</self-uri><abstract xml:lang="en">In the paper, results of tests of spatial beam system installed on four elastic supports of varying rigidity under seismic actions are presented. The influence the rigidity of supports on the system parameters is shown</abstract><trans-abstract xml:lang="ru">В статье приведены результаты испытаний пространственной стержневой системы, установленной на четырех упругих опорах различной жесткости, при сейсмических воздействиях. Дана оценка влияния жесткости опор на параметры колебаний системы</trans-abstract><kwd-group xml:lang="en"><kwd>vibration</kwd><kwd>seismic effects</kwd><kwd>shake table</kwd><kwd>vibration absorber</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>колебания</kwd><kwd>сейсмические воздействия</kwd><kwd>виброплатформа</kwd><kwd>виброизолятор</kwd></kwd-group></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><mixed-citation>1.	Павлык В.С. Определение свободных колебаний зданий с несущими стенами// Сборник статей «Исследования по сейсмостойкости зданий и сооружений». М., 1960.</mixed-citation></ref></ref-list></back></article>
