THE INFLUENCE OF PRESTRESSING TENDON ON SEISMIC PERFORMANCE OF BRIDGE COLUMNS

摘要：

The role of prestressing tendons in the bridge column was to improve the cracking load during the operational state in China. To know the seismic performance of such kinds of pier, three small-scale pier specimens were tested under reversed cyclic loading. The existing of prestressing tendons and the type of prestressing tendons are of the prime interest in the program. The three specimens contained a RC pier, a bonded PC pier and an unboned PC pier. From the experiment, the strength, energy dissipation capacity, residual displacements and general hysteretic behavior were obtained.

关键词： Unbonded strands Bonded strands Seismic performance Bridge columns Reversed cyclic loading

作者: Zhiqiang Wang Jiping Ge Hongyi Wei Feng Liu

作者单位: Department of Bridge Engineering, Tongji University, Shanghai, China

会议类型: 国际会议

会议名称: The Second International Conference on Advances in Experimental Structural Engineering(第二届实验结构工程进展国际会议)

会议地点: 上海

会议语种:英文

页码: 203-209

在线出版日期: 2007-12-04（万方平台首次上网日期，不代表论文的发表时间）