A general framework for the estimation of analytical fragility functions based on multivariate probability distributions

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• 作者：Irmela Zentner ; ¹ ; ^{irmela.zentner@edf.fr}
• 关键词：Fragility curve ; Copula ; Performance based earthquake engineering ; Conditional probability ; Time history analysis
• 刊名：Structural Safety
• 出版年：2017
• 出版时间：January 2017
• 年：2017
• 卷：64
• 期：Complete
• 页码：54-61
• 全文大小：1228 K
• 卷排序：64

文摘

General analytical fragility model. Two marginal distribution and dependence described by copula model. Applicable to continuous damage measures and discrete damage states. Parametric models more robust than non parametric statistics. Use of classical information criteria (Bayesian information criterion) for model selection.