Effect of fatigue damage originating from strong ground motions on the failure modes of railway simply-supported girder bridge with short piers

Author:

Fu Peiyao,Li XiaozhenORCID,Xu Lueqin

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference50 articles.

1. The effective number of cycles of earthquake ground motion[J];Hancock;Earthq. Eng. Struct. Dyn.,2005

2. Effects of displacement history on failure of lightly confined bridge columns[J];Ranf;ACI Special Publications,2006

3. Effect of number of loading cycles on dynamic characteristics of reinforced concrete bridge pier columns[J];Kawashima;Doboku Gakkai Ronbunshu,1988

4. Load-deformation relationship calculation model and seismic performance evaluation of RC columns subjected to flexural-shear failure considering influences of cycle number[J];Zhang;J. Build. Struct.,2022

5. A state-of-knowledge review of the influence of strong-motion duration on structural damage[J];Hancock;Earthq. Spectra,2006

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