Seismic responses of double column bridge bents with buckling-restrained braces in mountain areas
LI Xiaoli1,SUN Zhiguo2,LIU Xin1,WANG Dongsheng1,3
1.Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian 116026, China;
2.Department of Disaster Prevention Engineering, Institute of Disaster Prevention, Beijing 101601, China;
3.School of Civil Engineering, Hebei University of Technology, Tianjin 300401, China
Abstract:In order to improve the lateral seismic performance of bridges with double column bents in mountain areas, a new seismic retrofitting method for the bents was proposed by using buckling-restrained braces (BRB) as a seismic dissipation damper and the seismic behaviors of the bents were analyzed.Considering the regularity of the bents and layout of the BRB, a seismic analysis model for the bents in lateral direction retrofitted with BRB was built by using the software SAP2000.The internal forces and deformations of the bents were obtained by the linear response spectrum analysis under small earthquakes and the nonlinear time history analysis under strong earthquakes.The incremental dynamic analysis on the double column bridge bents retrofitted with BRB was conducted, and the responses of the bents were further verified by introducing two comparable parameters, the seismic response reduction ratio and residual drift ratio.The results show that the BRB can reduce internal forces of the bents effectively, while the shear strength demand of the bent base would be increased.The BRB could also reduce the maximum plastic deformation and residual drift ratio of the bents effectively.
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