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桥梁隔震支座压缩剪切变形状态下竖向变形量研究
引用本文:宋喜民,徐慧莹,孟庆娟,韩强.桥梁隔震支座压缩剪切变形状态下竖向变形量研究[J].地震工程与工程振动,2006,26(3):218-221.
作者姓名:宋喜民  徐慧莹  孟庆娟  韩强
作者单位:1. 唐山学院,土木工程系,河北,唐山,063000
2. 北京工业大学,建工学院,北京,100022
基金项目:唐山市重点实验室资助项目
摘    要:本文通过对不同参数的橡胶支座在压缩剪切变形状态下的竖向变形量进行了试验,分析了在压缩剪切变形状态下竖向变形量的特点。得出对RB支座,由剪切和弯曲产生的竖向变形随剪切应变增加而增大较快;对LRB支座,在达到一定剪切应变时,竖向变形量的增加缓慢。

关 键 词:橡胶支座  压缩剪切变形  竖向变形量
文章编号:1000-1301(2006)03-0218-04
收稿时间:2006-03-08
修稿时间:2006-03-082006-04-12

Study on vertical deformation of bridge isolators at shear-compression state
Song Ximin,Xu Huiying,Meng Qingjuan,Han Qiang.Study on vertical deformation of bridge isolators at shear-compression state[J].Earthquake Engineering and Engineering Vibration,2006,26(3):218-221.
Authors:Song Ximin  Xu Huiying  Meng Qingjuan  Han Qiang
Abstract:Vertical property of rubber isolators tests at shear-compression state are performed with different parameters.The vertical deformation at shear-compression state is studied.The vertical deformation of rubber isolator due to shear and bending is increased with shear stain rapidly.The vertical deformation of lead rubber isolator is increased slowly when the shear strain reaches a certain value.
Keywords:rubber isolators  shear-compression deformation  vertical deformation
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