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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">10975</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">THE SUSTAINABILITY OF ANISOTROPIC PLATES</article-title><trans-title-group xml:lang="ru"><trans-title>ВОПРОСЫ УСТОЙЧИВОСТИ АНИЗОТРОПНЫХ ПЛАСТИН</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Kolmogorov</surname><given-names>G L</given-names></name><name xml:lang="ru"><surname>КОЛМОГОРОВ</surname><given-names>ГЕРМАН ЛЕОНИДОВИЧ</given-names></name></name-alternatives><bio xml:lang="ru">доктор технических наук, профессор</bio><email>dpm@pstu.ru</email><xref ref-type="aff" rid="aff1"/></contrib><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Zibrova</surname><given-names>E O</given-names></name><name xml:lang="ru"><surname>ЗИБРОВА</surname><given-names>ЕЛЕНА ОЛЕГОВНА</given-names></name></name-alternatives><bio xml:lang="ru">бакалавр техники и технологий</bio><email>dpm@pstu.ru</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">Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования «Пермский национальный исследовательский политехнический университет»</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2015-02-15" publication-format="electronic"><day>15</day><month>02</month><year>2015</year></pub-date><issue>2</issue><issue-title xml:lang="en">NO2 (2015)</issue-title><issue-title xml:lang="ru">№2 (2015)</issue-title><fpage>65</fpage><lpage>68</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/10975">https://journals.rudn.ru/structural-mechanics/article/view/10975</self-uri><abstract xml:lang="en">The technique of definition of critical loads, leading to the loss of stability of anisotropic rectangular articulated supported plates is presented. As an example, stability problem of the rectangular anisotropic plate with compression forces in the middle surface in one direction is researched</abstract><trans-abstract xml:lang="ru">Предложена методика определения критической нагрузки, приводящей к потере устойчивости анизотропных прямоугольных шарнирно опертых пластин. В качестве примера приводится задача устойчивости прямоугольной анизотропной пластинки при сжатии силами в срединной поверхности в одном направлении</trans-abstract><kwd-group xml:lang="en"><kwd>anisotropic plate-free-bearing contour</kwd><kwd>stability</kwd><kwd>critical power</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>анизотропная пластинка</kwd><kwd>свободное опирание по контуру</kwd><kwd>устойчивость</kwd><kwd>критическая сила</kwd></kwd-group></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><mixed-citation>Тимошенко С.П., Войновский-Кригер С. Пластинки и оболочки: пер. с англ. - М.: Наука, 1966. - 635 с.</mixed-citation></ref><ref id="B2"><label>2.</label><mixed-citation>Саргсян А.Е. Строительная механика. Механика инженерных конструкции: учеб. для вузов. М. : Высшая школа, 2008. - 462 с.</mixed-citation></ref><ref id="B3"><label>3.</label><mixed-citation>Leissa Arthur W. A Review of Laminated Composite Plate Buckling, Appl. Mech. Rev., 40(5), 1987, p. 575-591</mixed-citation></ref></ref-list></back></article>
