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基于能量平衡地震响应预测法在隔震结构中的应用
引用本文:廖述清,裴星洙,周晓松,张立.基于能量平衡地震响应预测法在隔震结构中的应用[J].工业建筑,2005,35(Z1):247-252.
作者姓名:廖述清  裴星洙  周晓松  张立
作者单位:西安交通大学,建力学院,西安,710049
摘    要:首先利用我国《建筑抗震设计规范》(GB50011-2001)中的地震影响系数曲线,制成适合于我国抗震设计规范的人工地震动,然后使用该人工波和一些日本现行设计用地震动,对隔震结构进行地震响应分析,由其结果,提出了如何确定基于能量平衡地震响应预测法时所需要的两个参数n1和VE。最后通过分析利用一些地震动原始记录得到的解析结果,验证了所提案的两个参数的有效性。可以供抗震设计人员在设计的参考。

关 键 词:响应预测法  基础隔震结构  时程分析
修稿时间:2004年12月20

APPLICATION OF EARTHQUAKE RESPONSE PREDICTED METHOD BASED ON ENERGY BALANCE TO BASE-ISOLATED STRUCTURE
Liao Shuqing,Pei Xingzhu,Zhou Xiaosong,Zhang Li.APPLICATION OF EARTHQUAKE RESPONSE PREDICTED METHOD BASED ON ENERGY BALANCE TO BASE-ISOLATED STRUCTURE[J].Industrial Construction,2005,35(Z1):247-252.
Authors:Liao Shuqing  Pei Xingzhu  Zhou Xiaosong  Zhang Li
Abstract:The artificial seismic waves that meet the requirements of Design Code of Earthquake Resistant Structures of China(GB 50011-2001)are created by using the recommended curve of earthquake influence coefficient.Then,the seismic response of the seismic isolated structure is analyzed using artificial seismic waves and the design seismic waves currently used in Japan separately,and the parameters n1 and VE of earthquake response predicted method based on energy balance are also assessed through the results of the seismic response in the paper.At last the availability of two parameters is verified,and some conclusions are obtained,which can be a reference for earthquake resistant structure design.
Keywords:response predicted method base-isolated structure time history analysis
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