Seismic resistance estimation of multi-story steel frames under ductility level earthquake impact by nonlinear static method

dc.contributor.author	Zubritskiy M.
dc.contributor.author	Ushakov O.
dc.contributor.author	Sabitov L.
dc.contributor.author	Nabiullina K.
dc.date.accessioned	2022-02-09T20:49:01Z
dc.date.available	2022-02-09T20:49:01Z
dc.date.issued	2021
dc.identifier.issn	2555-0403
dc.identifier.uri	https://dspace.kpfu.ru/xmlui/handle/net/170490
dc.description.abstract	The article proposes a technique for taking into account the higher vibration modes under seismic resistance estimation of multi-story steel frames by nonlinear static method. The characteristic point search has also been improved. As part of the study, the proposed method was verified by time history analysis. Proposed technique allows one to significantly reduce the calculation time, while excluding the deficit of seismic resistance.
dc.relation.ispartofseries	E3S Web of Conferences
dc.title	Seismic resistance estimation of multi-story steel frames under ductility level earthquake impact by nonlinear static method
dc.type	Conference Proceeding
dc.relation.ispartofseries-volume	263
dc.collection	Публикации сотрудников КФУ
dc.source.id	SCOPUS25550403-2021-263-SID85107222772

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Публикации сотрудников КФУ Scopus [24551]
Коллекция содержит публикации сотрудников Казанского федерального (до 2010 года Казанского государственного) университета, проиндексированные в БД Scopus, начиная с 1970г.