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dc.contributor.authorShojalilov, Sh. Sh.ru
dc.coverage.spatialМинскru
dc.date.accessioned2023-01-19T11:47:26Z
dc.date.available2023-01-19T11:47:26Z
dc.date.issued2022
dc.identifier.citationShojalilov, Sh. Sh. Influence of the inertia force of underground pipeline systems under seismic loads / Sh. Sh. Shojalilov // Дорожное строительство и его инженерное обеспечение : материалы III Международной научно-технической конференции [Электронный ресурс] : материалы Международной научно-технической конференции / сост.: С. Н. Соболевская, Е. М. Жуковский. – Минск : БНТУ, 2022. – С. 76-77.ru
dc.identifier.urihttps://rep.bntu.by/handle/data/125161
dc.description.abstractThe article provides research on assessing the degree of influence of inertial forces when solving problems of seismodynamics of underground polymer pipelines. The problems of the stress-strain state of underground pipeline systems under seismic impact are considered. The tasks are solved by analytical methods. Dangerous points of occurrence of maximum normal stresses under the influence of seismic loads on the underground pipeline of elastic interaction in the "pipesoil" system are determined.ru
dc.language.isoenru
dc.publisherБНТУru
dc.titleInfluence of the inertia force of underground pipeline systems under seismic loadsru
dc.typeWorking Paperru


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