Residual Displacement-Based Failure Analysis of Rc Bridge Piers with Surrounding Liquefiable Soils

Author:

Dong Zhaoxian,Sun Zhi-Guo,Jia Junfeng,Gu Ranxing,Lin Ping,Guo He

Publisher

Elsevier BV

Reference50 articles.

1. Damage analysis of Hanshin Expressway Viaducts during 1995 Kobe earthquake. I: Residual inclination of reinforced concrete piers [J];Y Fujino;Journal of Bridge Engineering,2005

2. Experimental research on the seismic damage control techniques for RC bridge piers by using prestressing tendons;Z G Sun;China Civil Engineering Journal,2014

3. Seismic response analysis of the rocking self-centering bridge piers under the near-fault ground motions;B J Si;J]. Engineering Mechanics,2017

4. Post-earthquake residual displacements of bilinear oscillators;G A Macrae;Earthquake Engineering and Structural Dynamics,2015

5. Residual displacement response spectrum [J];K Kawashima;Journal of Structural Engineering,1998

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