Comparison of methodologies for seismic fragility analysis of unreinforced masonry buildings considering epistemic uncertainty

Engineering Structures（2020）

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摘要

•A systematic methodologies comparison for the parameter uncertainty analyses was Presented.•Latin hyper sampling was proved to be the most practical method to consider epistemic uncertainty.•Parameter uncertainty is non-negligible for the seismic fragility analysis of masonry structures.

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关键词

Epistemic uncertainty,Unreinforced masonry building,Latin hypercube sampling,First-order second-moment,Fragility analysis

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