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圆形截面柱的振动台试验及分析
引用本文:郭建军,蔡鹏飞.圆形截面柱的振动台试验及分析[J].四川建材,2021(2).
作者姓名:郭建军  蔡鹏飞
作者单位:苏州科技大学土木工程学院
摘    要:进行了圆柱振动台试验,对模型的加速度反应数据进行获取。试验表明,随着地震的加速度峰值的不断增加,圆柱顶部加速度极值不断增加。柱顶的加速度响应有着增大的趋势,且极值比输入的加速度的极值有一定的放大。

关 键 词:圆形截面柱  相似规律  振动台试验  加速度时程反应

Shaking table test and analysis of circular section column
GUO Jianjun,CAI Pengfei.Shaking table test and analysis of circular section column[J].Sichuan Building Materials,2021(2).
Authors:GUO Jianjun  CAI Pengfei
Affiliation:(School of Civil Engineering,SuzhouUniversity of Science and Technology,Suzhou 215009,China)
Abstract:In this paper,a cylindrical shaking table test is carried out to obtain the acceleration response data of the model.The test results show that with the increase of earthquake acceleration peak value,the acceleration extreme value of cylinder top increases continuously.The acceleration response of the top of the column has an increasing trend,and the extreme value is larger than that of the input acceleration.
Keywords:circular section column  similarity law  shaking table test  acceleration time history response
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