Please use this identifier to cite or link to this item: http://hdl.handle.net/10995/102877
Title: Seismic resistance estimation of multi-story steel frames under ductility level earthquake impact by nonlinear static method
Authors: Zubritskiy, M.
Ushakov, O.
Sabitov, L.
Nabiullina, K.
Issue Date: 2021
Publisher: EDP Sciences
Citation: Seismic resistance estimation of multi-story steel frames under ductility level earthquake impact by nonlinear static method / M. Zubritskiy, O. Ushakov, L. Sabitov, et al. — DOI 10.1051/e3sconf/202126303011 // E3S Web of Conferences. — 2021. — Vol. 263. — 03011.
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. © The Authors, published by EDP Sciences, 2021.
Keywords: EARTHQUAKES
STEEL CONSTRUCTION
STRUCTURAL FRAMES
CALCULATION TIME
CHARACTERISTIC POINT
DUCTILITY LEVEL EARTHQUAKES
NONLINEAR STATIC METHODS
SEISMIC RESISTANCE
STEEL FRAME
TIME HISTORY ANALYSIS
VIBRATION MODES
EARTHQUAKE ENGINEERING
URI: http://hdl.handle.net/10995/102877
Access: info:eu-repo/semantics/openAccess
SCOPUS ID: 85107222772
PURE ID: 22112328
582817eb-fc56-4a81-9822-c53101ef0de0
ISSN: 25550403
DOI: 10.1051/e3sconf/202126303011
Appears in Collections:Научные публикации, проиндексированные в SCOPUS и WoS CC

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