Seismic resistance evaluation of high-rising structures under ductility level earthquake by nonlinear static method

dc.contributor.author	Mailyan L.R.
dc.contributor.author	Zubritskiy M.A.
dc.contributor.author	Ushakov O.Y.
dc.contributor.author	Sabitov L.S.
dc.date.accessioned	2021-02-25T06:53:37Z
dc.date.available	2021-02-25T06:53:37Z
dc.date.issued	2020
dc.identifier.issn	1757-8981
dc.identifier.uri	https://dspace.kpfu.ru/xmlui/handle/net/161323
dc.description.abstract	© Published under licence by IOP Publishing Ltd. Multimodal nonlinear static method for the high-rising structures' seismic resistance evaluation has been considered in this article. The object of the study is 80-meters high wind power plant. The method for account of the higher vibrations' modes and characteristic point search modified algorithm have been offered. For results verification of the systems under ductility level earthquake the nonlinear time history analysis has been performed. According to the comparative analysis the results difference between two methods does not exceed 12%.
dc.relation.ispartofseries	IOP Conference Series: Materials Science and Engineering
dc.title	Seismic resistance evaluation of high-rising structures under ductility level earthquake by nonlinear static method
dc.type	Conference Paper
dc.relation.ispartofseries-issue	3
dc.relation.ispartofseries-volume	913
dc.collection	Публикации сотрудников КФУ
dc.source.id	SCOPUS17578981-2020-913-3-SID85091994653

Файлы в этом документе

Имя: SCOPUS17578981-20 ...

Размер: 47.19Kb

Формат: PDF

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