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复合隔震墩隔震性能的振动台试验研究
引用本文:尚守平,郜志远,朱博闻,周可威.复合隔震墩隔震性能的振动台试验研究[J].地震工程与工程振动,2011,31(6):117-122.
作者姓名:尚守平  郜志远  朱博闻  周可威
作者单位:湖南大学土木工程学院,湖南长沙,410082
基金项目:湖南省科技厅科技计划重点项目,国家"十一五"科技支撑计划项目,湖南省住建厅2010科技计划项目
摘    要:通过对农村民居特点的研究,提出一种新型、经济、简单、可靠的隔震技术—钢筋-沥青复合隔震墩.根据相关理论设计了相应的隔震墩试件.通过地震模拟振动台试验输入E1 Centro和Taft地震动与结构地震反应的对比,研究了钢筋-沥青复合隔震墩模型的振动特性.试验结果表明,隔震墩加速度折减系数在0.34 ~ 0.55之间,可有效...

关 键 词:农村民居  隔震技术  钢筋-沥青复合隔震墩  振动台试验

Research on isolation properties of composite isolation pier by shaking table test
SHANG Shouping,GAO Zhiyuan,ZHU Bowen,ZHOU Kewei.Research on isolation properties of composite isolation pier by shaking table test[J].Earthquake Engineering and Engineering Vibration,2011,31(6):117-122.
Authors:SHANG Shouping  GAO Zhiyuan  ZHU Bowen  ZHOU Kewei
Institution:(Civil Engineering College,Hunan University,Changsha 410082,China)
Abstract:In view of the characteristics of the rural residential areas,a new type of seismic practical technology called steel-asphalt composite isolation pier with economic,simple and reliable characteristics is put forward.Specimens are made according to the correlation theory.By comparing the input El Centro and Taft ground motions and structural seismic responses in shaking table tests,dynamic characteristics of this isolation pier are studied.The test results show that:the acceleration reduction factor of isolation pier is between 0.34~0.55 and the isolation pier absorbs the seismic energy very well.This is an economical technology and could be widely used in areas with different seismic fortification intensity even for the rare earthquake with the peak ground acceleration reaching 1.5g.
Keywords:rural residential areas  seismic practical technology  steel-asphalt composite isolation pier  shaking table test
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