| 在振动台模型试验中黏滞阻尼器的设计方法 |
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| 引用本文： | 钟栋青,王曙光,刘伟庆.在振动台模型试验中黏滞阻尼器的设计方法[J].地震工程与工程振动,2011,31(6):191-195. |
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| 作者姓名： | 钟栋青 王曙光 刘伟庆 |
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| 作者单位： | 1. 盐城工学院交通工程系,江苏盐城,224051
2. 南京工业大学土木工程学院,江苏南京,210009 |
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| 摘 要： | 通过有限元分析,计算出原型结构中黏滞阻尼器的合理参数,然后利用阻尼力相似原则,对原型结构中黏滞阻尼器参数进行相似比运算,转化为模型结构中的黏滞阻尼器参数.运用该方法,在连续梁桥纵向消能减震振动台试验中设计模型黏滞阻尼器,从试验结果来看,黏滞阻尼器发挥了良好的消能减震效果.
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| 关 键 词： | 黏滞阻尼器 振动台模型试验 参数 设计方法 |
Design method of viscous dampers in shaking table model test |
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| ZHONG Dongqing,WANG Shuguang,LIU Weiqing.Design method of viscous dampers in shaking table model test[J].Earthquake Engineering and Engineering Vibration,2011,31(6):191-195. |
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| Authors: | ZHONG Dongqing WANG Shuguang LIU Weiqing |
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| Institution: | 1.Department of Traffic Engineering,Yancheng Institute of Technology,Yancheng 224051,China;2.School of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China) |
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| Abstract: | By the analysis of finite elements,the authors computed the viscous damper parameters of prototype structure.Then we used the similarity principle of damping force to calculate the ratio of similitude operation for the viscous damper parameters of prototype structure.It can be transformed into the viscous damper parameter of model structure.We used this method to design viscous dampers in the shaking table model test of continuous girder bridge with longitudinal seismic energy dissipation.The research results indicate that the viscous damper has a significant effect on seismic energy dissipation. |
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| Keywords: | viscous damper shaking table model test parameter design method |
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