贾剑辉¹，辛晓鹏²，杨树标¹

（1 河北工程大学土木工程学院，邯郸 056038；2 煤炭工业郑州设计研究院有限公司，郑州 450007）

 

[摘要] 进行了复合隔震模型振动台试验，通过调整隔震层中弹性滑板支座数量，研究隔震层摩擦承压比的变化对结构基底剪力系数、位移反应及频谱特性的影响。试验结果表明，弹性滑板数量适中的复合隔震结构，在合理摩擦承压比范围内时，是一种隔震性能良好的隔震体系。

[关键词] 复合隔震; 弹性滑板; 振动台试验

中图分类号：315-8文献标识码：A文章编号：1002-848X(2012)10-0124-03

 

Jia Jianhui¹, Xin Xiaopeng², Yang Shubiao¹

(1 College of Civil Engineering, Hebei University of Engineering, Handan 056038, China; 2 Zhengzhou Design and Research Institute of Coal Industry, Zhengzhou 450007, China)

 

Abstract: Shaking table tests on a model of composite isolation structure were performed. By adjusting the number of the elastic sliding bearings in the isolation layer, the influences of the change of friction bearing ratio on the shear coefficient of the model, displacement response and frequency spectrum characteristics were studied. The experimental results show that the composite isolation system has good performance when the number of elastic sliding bearings is moderate and the friction bearing ratio is reasonable.

Keywords: composite isolation；elastic sliding bearing；shaking table test

作者简介：贾剑辉，副教授，Email：yangsb59@163.com。

 

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［3］杨树标, 马裕超，李旭光，等. 复合隔震结构模型振动台试验研究［J］.地震工程与工程振动, 2010, 30(1): 142-146.