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Derivation of Fragility Curves For The Seismic Vulnerability by mahdi fadaei is a document available to read on EtoBox.
This document discusses the derivation of fragility curves for assessing the seismic vulnerability of masonry arch bridges in the Italian railway network. It outlines a methodology using non-linear kinematic limit analysis to evaluate the seismic capacity of these structures, identifying various collapse mechanisms and deriving capacity curves for each. The resulting fragility curves serve as tools for large-scale damage scenario definition and intervention prioritization following seismic events.
- Author
- mahdi fadaei
- Language
- EN