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原文传递 Seismic Collapse Capacity–Based Evaluation and Design of Frame Buildings with Viscous Dampers Using Pushover Analysis
题名: Seismic Collapse Capacity–Based Evaluation and Design of Frame Buildings with Viscous Dampers Using Pushover Analysis
其他题名: Adam,C.,and Jäger,C.(2012)."Simplified collapse capacity assessment of earthquake excited regular frame structures vulnerable to P-delta."Eng.Struct.,44,159–173.
正文语种: 英文
作者: Mohammadjavad Hamidia
关键词: Seismic collapse;Simplified analysis;Nonlinear static (pushover);Incremental dynamic analysis (IDA);Collapse margin ratio (CMR);Viscous dampers;Soft story;Passive control;High performance computing;Seismic effects
摘要: A simplified procedure is developed for estimating the seismic sidesway collapse capacity of frame building structures incorporating linear and nonlinear viscous dampers. The proposed procedure is based on a robust database of seismic peak displacement responses of viscously damped nonlinear single-degree-of-freedom systems for various seismic intensities and uses nonlinear static (pushover) analysis without the need for nonlinear time history dynamic analysis. The proposed procedure is assessed by comparing its collapse capacity predictions on 1,190 different building models with those obtained from incremental nonlinear dynamic analyses. A straightforward collapse capacity-based design procedure aimed at achieving a predetermined probability of collapse under maximum considered earthquake event is also introduced for viscously damped structures without extreme soft story irregularities.
出版年: 2015
论文唯一标识: P-26Y2015V141N06006
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)ST.1943-541X.0001114
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 141
期: 06
页码: 47-58
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