FRACAS: A capacity spectrum approach for seismic fragility assessment including record-to-record variability

被引:55
|
作者
Rossetto, Tiziana [1 ]
Gehl, Pierre [1 ,2 ]
Minas, Stylianos [1 ]
Galasso, Carmine [1 ]
Duffour, Philippe [1 ]
Douglas, John [3 ]
Cook, Oliver [1 ]
机构
[1] UCL, EPICtr, Dept Civil Environm & Geomat Engn, Gower St, London WC1E 6BT, England
[2] Bur Rech Geol & Minieres, Risks & Prevent Div, 3 Ave Claude Guillemin, F-45060 Orleans, France
[3] Univ Strathclyde, Dept Civil & Environm Engn, James Weir Bldg,75 Montrose St, Glasgow G1 1XJ, Lanark, Scotland
基金
英国工程与自然科学研究理事会;
关键词
Capacity spectrum method; Record-to-record variability; Fragility curve; VULNERABILITY FUNCTIONS; RC STRUCTURES; DERIVATION; CONCRETE; CURVES;
D O I
10.1016/j.engstruct.2016.06.043
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a new approach for the derivation of fragility curves, named FRAgility through Capacity spectrum ASsessment (FRACAS). FRACAS adapts the capacity spectrum assessment method and uses inelastic response spectra derived from earthquake ground motion accelerograms to construct fragility curves. Following a description of the FRACAS approach, the paper compares the predicted maximum interstory drift (MIDR) response obtained from FRACAS and nonlinear time history analyses (NLTHA) for two case-study buildings subjected to 150 natural accelerograms. FRACAS is seen to represent well the response of both case-study structures when compared to NLTHA. Observations are made as to the sensitivity of the derived fragility curves to assumptions in the capacity spectrum assessment and fragility curve statistical model fitting. The paper also demonstrates the ability of FRACAS to capture inelastic record-to-record variability and to properly translate this into the resulting fragility curves. (C) 2016 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:337 / 348
页数:12
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