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高墩振动台试验研究
引用本文:叶爱君,袁万城.高墩振动台试验研究[J].同济大学学报(自然科学版),1996,24(6):606-612.
作者姓名:叶爱君  袁万城
作者单位:同济大学桥梁工程系
摘    要:设计了一个高墩模型,采用桥址人工波和El-Centro波进行了模拟地震振动台试验,研究了高墩的抗震性能和抗震能力。分析了高墩的墩位移反应,并与理论分析结果进行了比较,结果表明两者吻合得较好。

关 键 词:高架桥  桥墩  高墩  模型  地震  振动台  试验

Shaking Table Test of a Tall Pier Model
Ye Aijun, Yuan Wancheng, Hu Shide.Shaking Table Test of a Tall Pier Model[J].Journal of Tongji University(Natural Science),1996,24(6):606-612.
Authors:Ye Aijun  Yuan Wancheng  Hu Shide
Abstract:A tall pier model was designed, and its shaking table test was done with input motion of the artificial acceleration records at bridge site and El- Centro records (1940, N - S and E - W). The earthquake resistance behavior of the tall pier model was studied. The displacement response at the top of the pier model was analysed, and comparison between the test data and theoretical analysis results of the model shows that they are conformable to each other.
Keywords:Tall pier  Model  Shaking table test  
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