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What is Seismic Fragility of Cable-Stayed Bridges about?

This paper conducts a seismic fragility analysis of a typical two-pylon cable-stayed bridge in China, utilizing various fragility models including IDA, maximum likelihood, and a proposed regression-based method. The analysis emphasizes the importance of nonlinear modeling and time-history analyses to generate fragility curves for bridge components. Results indicate that the proposed method yields the best estimates of fragility functions, while traditional methods like the cloud and regression method provid

Author

Sumit Saha

Language

EN