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《World Earthquake Engineering》 2014-01
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Comparison of seismic performance of rectangular hollow bridge piers between uniaxial and biaxial compression- bending actions

ZHAO Yan;DU Min;WEN Liping;Institute of Disaster Prevention;Key Laboratory of Urban Security and Disaster Prevention Engineering of Ministry of Education,Beijing University of Technology;  
In order to study the seismic performance of rectangular hollow bridge piers,a quasi-static test under uniaxial and biaxial compression-bending was conducted. Force process,failure mechanism,hysteretic behavior, load-carrying capacity,ductility and energy dissipation ability of the structure under different loading condition were studied. The results show that,the failure pattern of these specimens were flexural failure mode,but due to the coupling effect of bidirectional action on the bridge pier column in biaxial bending,the load-carrying capacity,deformability,ductility and energy dissipation ability were severely weakened. Based on the preliminary results,the study on seismic performance of rectangular hollow bridge piers is probably unsafe if we consider the piers only with uniaxial compression-bending.
【Fund】: 中央高校基本科研业务费青年教师资助计划项目(ZY20130206);; 河北省教育厅科学研究计划项目(Z2011105)
【CateGory Index】: U442.55
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