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- W2378699216 abstract "In order to investigate the effect of eccentric loading and the concrete-filled on the seismic performance of the steel bridge piers,elasto-plastic analysis of eccentrically loaded circular steel bridge piers under cyclic in-plane loading is carried out by using ABAQUS package. In this paper,12 bridge piers models were divided into the hollow-section steel tube and the circular steel tube with concrete-filled at the bottom of the piers. The rate of the vertical eccentric loading ranges among 0,0. 1 and 0. 2. The investigation shows that ultimate strength and ductility of the steel piers with concrete-filled is better than the ones. Moreover as the rate of the eccentric loading increases,transverse load versus transverse displacement curve of these all models present asymmetric obviously,and the seismic performance is poor." @default.
- W2378699216 created "2016-06-24" @default.
- W2378699216 creator A5067489458 @default.
- W2378699216 date "2014-01-01" @default.
- W2378699216 modified "2023-09-24" @default.
- W2378699216 title "Elasto-plastic behaviors of eccentrically loaded steel circular bridge piers under cyclic in-plane loading" @default.
- W2378699216 hasPublicationYear "2014" @default.
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