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原文传递 Collapse Fragility Curves for Concrete Dams: Comprehensive Study
题名: Collapse Fragility Curves for Concrete Dams: Comprehensive Study
其他题名: Alembagheri,M.,and Ghaemian,M.(2013)."Seismic assessment of concrete gravity dams using capacity estimation and damage indexes."Earthquake Eng.Struct.Dyn.,42(1),123–144.
正文语种: 英文
作者: M. A. Hariri-Ardebili
关键词: Vertical ground motion;Gravity dam;Incremental dynamic analysis;Fragility function;Seismic uncertainty;Seismic effects
摘要: This paper explores the seismic fragility curves for gravity dams with or without ground motion vertical component within the context of performance-based earthquake engineering. Structural analyses are performed using multiple-record incremental dynamic ones. The resulting capacity curves are contrasted with the well-established ones of framed structures. An optimal intensity measure parameter is also selected among 37 variations, and it is determined that the combined spectral acceleration leads to lowest dispersion. Finally, the derived fragility curves using the scaled records are compared with those from probabilistic seismic demand analysis (unscaled records). Results show acceptable consistency between the two methods. In addition, the effect of accounting for the epistemic uncertainty and pool elevation are discussed and are found to respectively alter the dispersion and median value of the collapse fragility curves.
出版年: 2016
论文唯一标识: P-26Y2016V142N10018
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0001541
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 142
期: 10
页码: 221-233
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