Please use this identifier to cite or link to this item: http://hdl.handle.net/10995/102654
Title: Seismic resistance evaluation of high-rising structures under ductility level earthquake by nonlinear static method
Authors: Mailyan, L. R.
Zubritskiy, M. A.
Ushakov, O. Y.
Sabitov, L. S.
Issue Date: 2020
Publisher: IOP Publishing Ltd
Citation: Seismic resistance evaluation of high-rising structures under ductility level earthquake by nonlinear static method / L. R. Mailyan, M. A. Zubritskiy, O. Y. Ushakov, et al. — DOI 10.1088/1757-899X/913/3/032064 // IOP Conference Series: Materials Science and Engineering. — 2020. — Vol. 913. — Iss. 3. — 032064.
Abstract: 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%. © Published under licence by IOP Publishing Ltd.
URI: http://hdl.handle.net/10995/102654
Access: info:eu-repo/semantics/openAccess
SCOPUS ID: 85091994653
PURE ID: 14154116
6bb34aaa-0c23-4740-8569-2da5bc8e5c07
ISSN: 17578981
DOI: 10.1088/1757-899X/913/3/032064
Appears in Collections:Научные публикации, проиндексированные в SCOPUS и WoS CC

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