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减震榫减震性能试验研究
引用本文:陈浩,高日,李承根,冯刚宪.减震榫减震性能试验研究[J].低温建筑技术,2010,32(10):28-30.
作者姓名:陈浩  高日  李承根  冯刚宪
作者单位:[1]北京交通大学土木建筑工程学院,北京100044 [2]铁道第一勘察设计院集团有限公司,西安710043 [3]中国船舶重工集团公司第七二五研究所,河南洛阳471039
基金项目:国家863计划项目子课题
摘    要:结合高速铁路桥梁抗震设计的需要,针对支座功能分离的设计理念,通过试验对减震榫在低周反复荷载作用下的滞回和耗能等性能进行了研究,试验结果表明:减震榫在低周反复荷载作用下有很好的延性和耗能能力,在线弹性阶段有较大的刚度,符合铁路桥梁对减震榫的要求。

关 键 词:高速铁路桥梁  减震设计  支座功能分离

STUDY ON THE SHOCK ABSORBING PERFORMANCE TEST OF ABSORBER
CHEN Hao,GAO Ri,LI Cheng-gen,FENG Gang-xian.STUDY ON THE SHOCK ABSORBING PERFORMANCE TEST OF ABSORBER[J].Low Temperature Architecture Technology,2010,32(10):28-30.
Authors:CHEN Hao  GAO Ri  LI Cheng-gen  FENG Gang-xian
Affiliation:1.School of Civil Engineering,Beijing Jiaotong Univ.,Beijing 10044,China;2.China Railway First Survey and Design Institute Group Co.,Ltd.,Xi'an 710043,China;3.Research Institute of 725,China Shipbuliding Industry Corporation,Henan Luoyang 471039,China)
Abstract:According to the demand of bridge seismic design in high speed railway and the idea of bearing function separation,this report presents some appropriate results of the hysteretic behavior and energy dissipation capacity of absorber under the low cycle loading experiment.And it shows that the ductility and energy dissipation capacity of absorber performace well at low cycle loading,and the stiffness in linear elastic phase is improved,which meets the requirement of the railway bridge design.
Keywords:high speed railway bridge  seismic design  bearing function separation
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