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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">construction</journal-id><journal-title-group><journal-title xml:lang="ru">Строительство и реконструкция</journal-title><trans-title-group xml:lang="en"><trans-title>Building and Reconstruction</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">2073-7416</issn><publisher><publisher-name>Орловский государственный университет имени И.С. Тургенева</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.33979/2073-7416-2026-123-1-33-50</article-id><article-id custom-type="elpub" pub-id-type="custom">construction-1037</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>ТЕОРИЯ ИНЖЕНЕРНЫХ СООРУЖЕНИЙ. СТРОИТЕЛЬНЫЕ КОНСТРУКЦИИ</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>THEORY OF ENGINEERING STRUCTURES. BUILDING UNITS</subject></subj-group></article-categories><title-group><article-title>Территориальная защита зданий и сооружений от поверхностных волн на основе сейсмического барьера в виде наземного жидкостного резервуара</article-title><trans-title-group xml:lang="en"><trans-title>Area-wide protection of buildings and structures from surface waves using a seismic barrier implemented as an above-ground liquid storage tank</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>Саиян</surname><given-names>С. Г.</given-names></name><name name-style="western" xml:lang="en"><surname>Saiyan</surname><given-names>S. G.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Саиян Сергей Гургенович - научный сотрудник Научно-образовательного центра компьютерного моделирования уникальных зданий, сооружений и комплексов им. А.Б. Золотова (НОЦ КМ им. А.Б. Золотова), старший преподаватель кафедры строительной и теоретической механики, преподаватель кафедры информатики и прикладной математики, Национальный исследовательский Московский государственный строительный университет (НИУ МГСУ); младший научный сотрудник Института проблем механики им. А.Ю. Ишлинского Российской академии наук</p><p>29337, г. Москва, Ярославское шоссе, д. 26;</p><p>119526, Москва, пр-т Вернадского, д. 101, корп. 1</p></bio><bio xml:lang="en"><p>Saiyan Sergey G. - Researcher, A. B. Zolotov Research and Education Center for Computer Modeling of Unique Buildings, Structures and Complexes; Senior Lecturer, Department of Structural and Theoretical Mechanics; Lecturer, Department of Computer Science and Applied Mathematics, Moscow State University of Civil Engineering (National Research University, NRU MGSU); Junior Research Fellow, A. Yu. Ishlinsky Institute for Problems in Mechanics, Russian Academy of Sciences</p><p>26 Yaroslavskoye Shosse, Moscow, 129337</p><p>101 Vernadsky Avenue, Bldg. 1, Moscow, 119526</p></bio><email xlink:type="simple">Berformert@gmail.com</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Васильев</surname><given-names>А. В.</given-names></name><name name-style="western" xml:lang="en"><surname>Vasilev</surname><given-names>A. V.</given-names></name></name-alternatives><bio xml:lang="ru"><p>Васильев Артемий Викторович - студент 2-го курса</p><p>Ленинский прт., дом 65, Москва, 119991</p></bio><bio xml:lang="en"><p>Vasilev Artemiy V. - Second-year Master’s student</p><p>65 Leninsky Prospekt, Moscow, 119991</p></bio><email xlink:type="simple">vasilev.artemiy@yandex.ru</email><xref ref-type="aff" rid="aff-2"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Национальный исследовательский Московский государственный строительный университет (НИУ МГСУ); Институт проблем механики им. А.Ю. Ишлинского Российской академии наук</institution></aff><aff xml:lang="en"><institution>Moscow State University of Civil Engineering (National Research University) (MGSU); Ishlinsky Institute for Problems in Mechanics of the Russian Academy of Sciences</institution></aff></aff-alternatives><aff-alternatives id="aff-2"><aff xml:lang="ru"><institution>Российский государственный университет нефти и газа (Национальный исследовательский университет) имени И. М. Губкина</institution></aff><aff xml:lang="en"><institution>Gubkin Russian State University of Oil and Gas (National Research University)</institution></aff></aff-alternatives><pub-date pub-type="collection"><year>2026</year></pub-date><pub-date pub-type="epub"><day>08</day><month>04</month><year>2026</year></pub-date><volume>0</volume><issue>1</issue><fpage>33</fpage><lpage>50</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Саиян С.Г., Васильев А.В., 2026</copyright-statement><copyright-year>2026</copyright-year><copyright-holder xml:lang="ru">Саиян С.Г., Васильев А.В.</copyright-holder><copyright-holder xml:lang="en">Saiyan S.G., Vasilev A.V.</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://construction.elpub.ru/jour/article/view/1037">https://construction.elpub.ru/jour/article/view/1037</self-uri><abstract><p>Предложен подход к территориальной защите зданий и сооружений от поверхностных сейсмических волн на основе сейсмического барьера в виде наземного жидкостного резервуара, размещенного на поверхности упругого полупространства. Разработана математическая модель взаимодействия поверхностных волн с сейсмическим барьером с учетом условий контакта на границе раздела сред и слабой сжимаемости жидкости. Получено дисперсионное соотношение для волн Рэлея под жидкостным слоем конечной высоты, корректно переходящее к классическим предельным случаям отсутствия жидкости, бесконечной глубины и несжимаемой жидкости. Для барьера конечной длины на основе условий непрерывности на боковых границах выведена передаточная функция TR рэлеевской волны и предложены аналитические приближения. Выявлены резонансы kL = nπ, соответствующие отсутствию ослабления, и зоны экспоненциального подавления между ними, величина которого определяется параметром αf, пропорциональным добавочной массе жидкости и зависящим от отношения скоростей. Показано, что для SH‑волн Лява жидкостный барьер не создает сдвиговой жесткости и не приводит к затуханию, что требует альтернативных решений по территориальной сейсмической защите. Приведены изополя передаточной функции, позволяющие на этапе предварительного проектирования выбирать высоту и протяженность резервуара для достижения заданного уровня ослабления рэлеевских волн.</p></abstract><trans-abstract xml:lang="en"><p>An approach is proposed for area-wide protection of buildings and structures from surface seismic waves using a seismic barrier in the form of an above-ground liquid storage tank placed on the surface of an elastic half-space. A mathematical model of the interaction between surface waves and the seismic barrier is developed, accounting for contact conditions at the interface between media and the weak compressibility of the fluid. A dispersion relation is obtained for Rayleigh waves beneath a finite-thickness liquid layer, which correctly reduces to the classical limiting cases of no fluid, infinite depth, and an incompressible fluid. For a barrier of finite length, based on continuity conditions at the lateral boundaries, the Rayleigh-wave transfer function TR is derived and analytical approximations are proposed. Resonances kL=nπ, corresponding to no attenuation, are identified, along with zones of exponential suppression between them; the magnitude of the suppression is governed by a parameter αf, proportional to the added mass of the fluid and dependent on the ratio of velocities. It is shown that for Love (SH) waves the liquid barrier provides no shear stiffness and does not produce attenuation, necessitating alternative solutions for area-wide seismic protection. Contour plots of the transfer function are presented to support preliminary design choices of the tank height and length needed to achieve a specified level of Rayleigh-wave attenuation.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>поверхностные волны</kwd><kwd>волны Рэлея</kwd><kwd>волны Лява</kwd><kwd>сейсмический барьер</kwd><kwd>сейсмическая защита</kwd><kwd>жидкостный резервуар</kwd></kwd-group><kwd-group xml:lang="en"><kwd>surface waves</kwd><kwd>Rayleigh waves</kwd><kwd>Love waves</kwd><kwd>seismic barrier</kwd><kwd>seismic protection</kwd><kwd>liquid reservoir</kwd></kwd-group><funding-group><funding-statement xml:lang="ru">Работа выполнена за счет гранта РНФ № 24-49-02002.</funding-statement></funding-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">Викторов И.А. Физические основы применения ультразвуковых волн Рэлея и Лэмба в технике. 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