Parametric models averaging for optimized non-parametric fragility curve estimation based on intensity measure data clustering

被引:19
作者
Trevlopoulos, Konstantinos [1 ,4 ]
Feau, Cyril [1 ]
Zentner, Irmela [2 ,3 ]
机构
[1] Univ Paris Saclay, CEA, SEMT, DEN, F-91191 Gif Sur Yvette, France
[2] EDF Lab Paris Saclay, EDF R&D, 7 Bvd Gaspard Monge, F-91120 Palaiseau, France
[3] Univ Paris Saclay, UMR CNRS EDF CEA ENSTA ParisTech, IMSIA, Gif Sur Yvette, France
[4] French Alternat Energies & Atom Energy Commiss CE, DEN, F-13108 St Paul Les Durance, France
关键词
Seismic fragility curve; Non-parametric curve; Optimization; Data clustering; Parametric models averaging; SEISMIC FRAGILITY; COLLAPSE RISK; PERFORMANCE; EARTHQUAKE; SIMULATION; UNCERTAINTY; FRAMEWORK;
D O I
10.1016/j.strusafe.2019.05.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Seismic fragility curves give the probability of exceedance of the threshold of a damage state of a structure, or a non-structural component, conditioned on the intensity measure of the seismic motion. Typically, fragility curves are constructed parametrically assuming a lognormal shape. In some cases, which cannot be identified a priori, differences may be observed between non-parametric fragility curves, evaluated empirically based on a large number of seismic response analyses, and their estimations via the lognormal assumption. Here, we present an optimized Monte Carlo procedure for derivation of non-parametric fragility curves. This procedure uses clustering of the intensity measure data to construct the non-parametric curve and parametric models averaging for optimized assessment. In simplified case studies presented here as illustrative applications, the developed procedure leads to a fragility curve with reduced bias compared to the lognormal curve and to reduced confidence intervals compared to an un-optimized Monte Carlo-based approach. In the studied cases, this procedure proved to be efficient providing reasonable estimations even with as few as 100 seismic response analyses.
引用
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页数:14
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