Using full bridge model to develop analytical fragility curves for typical concrete bridge piers

Gradevinar

关键词: fragility curves;    pushover analysis;    seismic vulnerability;    bridge pier model;   

DOI  :  10.14256/JCE.2137.2017

学科分类：建筑学

来源: Hrvatsko Drustvo Gradevinskih Inzenjera

【 摘 要 】

This study shows the effect of various numerical models on the development of analytical fragility curves for bridge piers. Two distinct models are compared: model with a single degree of freedom, and the proposed full bridge model. Bridge pier damage ind

【 授权许可】

Others