Seismic fragility analysis of reinforced concrete bridges with chloride induced corrosion subjected to spatially varying ground motion

This paper studies the time-dependent seismic fragility of reinforced concrete bridges with chloride induced corrosion under spatially varying ground motions. The time-varying characteristic of the chloride corrosion current density and the uncertainties related to the structural, material and corro...

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Bibliographic Details
Main Authors: Li, C., Hao, Hong, Li, H., Bi, Kaiming
Format: Journal Article
Published: World Scientific Publishing Co. Pte. Ltd. 2015
Online Access:http://hdl.handle.net/20.500.11937/12414