Structural Mechanics of Engineering Constructions and BuildingsStructural Mechanics of Engineering Constructions and BuildingsСтроительная механика инженерных конструкций и сооружений1815-52352587-8700Peoples’ Friendship University of Russia named after Patrice Lumumba (RUDN University)3722010.22363/1815-5235-2023-19-5-469-490HKRYFADynamics of structures and buildingsДинамика конструкций и сооруженийResearch ArticleFrequency response of the construction of a large-span building with a cylindrical-and-slab roof†Частотный отклик конструкции большепролетного здания с цилиндро-плитным покрытиемhttps://orcid.org/0000-0002-0907-786XKuzhakhmetovaElvira R.КужахметоваЭльвира Рафаэльевна

Engineer, Chief Specialist

инженер, главный специалист КТБ «Железобетон»

elja_09@bk.ruhttps://orcid.org/0000-0002-4911-8515SutyrinValerii I.СутыринВалерий Игоревич

Dr. Sci. Eng., Associate Professor, Professor in “Institute of High Technologies”

доктор технических наук, доцент, профессор ОНК «Институт высоких технологий»

vsutyrin@mail.ruKTB Beton GroupАкционерное общество «Конструкторско-технологическое бюро бетона и железобетона» (АО КТБ «Железобетон»)Immanuel Kant Baltic Federal UniversityБалтийский федеральный университет имени Иммануила Канта15122023195VOL 19, NO5 (2023)ТОМ 19, №5 (2023)46949028122023Copyright ©; 2023, Kuzhakhmetova E.R., Sutyrin V.I.Copyright ©; 2023, Кужахметова Э.Р., Сутырин В.И.2023Kuzhakhmetova E.R., Sutyrin V.I.Кужахметова Э.Р., Сутырин В.И.https://creativecommons.org/licenses/by-nc/4.0https://journals.rudn.ru/structural-mechanics/article/view/37220

Relevance of the research. Numerical studies of structural frequency response of a large-span building with cylindrical-and-slab roof as a large mechanical system were carried out. Finite element model No. 1 “Superstructure-Fixed-end” . The purpose of the study was to develop the methodology for modal analysis of a large-span building structure with a cylindrical-and-slab roof as a mechanical system with a large number of degrees of freedom . Methods. Numerical analysis of the building dynamics was carried out with the use of the САЕ (Computer-aided engineering) software package Femap NX NASTRAN, which implements the finite element method. Results. The “dangerous” resonant frequencies and forms of harmonic oscillations of the structure were revealed, and the sensitivity of the buildings’ reactions to various structural changes was analyzed. Frequency analysis of harmonic response of the building allowed to obtain dependences of amplitude values of nodal displacements (accelerations) and stresses in finite elements from the frequency of the inducing external force. In the next article, it is proposed to conduct a dynamic analysis of a large-span building with a cylindrical-and-slab roof for seismic effects.

Актуальность. Приведены численные исследования частотного отклика конструкций большепролетного здания с цилиндро-плитным покрытием как большой механической системы. Конечно-элементная модель № 1 «Здание - жесткая заделка» представляет надземную часть здания с жесткой заделкой опорных элементов на обрезе фундамента. Цель исследования заключалась в отработке методики модального анализа конструкции большепролетного здания с цилиндро-плитным покрытием как механической системы с большим числом степеней свободы. Методы. Численный анализ динамики здания проводился с применением программного комплекса САЕ (Computer-aided engineering) - класса Femap NX NASTRAN, реализующего метод конечных элементов. Результаты. Выявлены «опасные» резонансные частоты и формы гармонических колебаний конструкции, проанализирована чувствительность реакций здания к различным конструктивным изменениям. Частотный анализ гармонического отклика (harmonic response) здания позволил получить зависимости амплитудных значений узловых перемещений (ускорений) и напряжений в конечных элементах от частоты вынуждающей внешней силы. В следующей статье на данную тему предполагается провести динамический анализ большепролетного здания с цилиндро-плитным покрытием на сейсмическое воздействие.

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