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抗震结构的弹塑性位移谱
引用本文:肖明葵,王耀伟,严涛,赖明.抗震结构的弹塑性位移谱[J].重庆建筑大学学报,2000,22(Z1):34-40.
作者姓名:肖明葵  王耀伟  严涛  赖明
作者单位:重庆建筑大学建工学院!重庆400045
摘    要:通过大量的数值计算 ,对反映单自由度体系弹塑性最大相对位移反应和弹性最大相对位移反应两者相互关系的弹塑性位移比谱进行了研究 ,得出了具有统计意义的弹塑性位移比均值谱 ,以期为结构弹塑性变形验算简化分析方法和以位移为基础的抗震设计新思路提供基础性研究数据及资料

关 键 词:抗震结构  弹塑性位移比谱  拟合公式

The Response Spectrum of Elasto-Plastic Displacement for Seismic Structures
XIAO Ming kui,WANG Yao wei,YAN Tao,LAI Ming.The Response Spectrum of Elasto-Plastic Displacement for Seismic Structures[J].Journal of Chongqing Jianzhu University,2000,22(Z1):34-40.
Authors:XIAO Ming kui  WANG Yao wei  YAN Tao  LAI Ming
Abstract:In this paper, the elasto plastic displacement ratio spectra, which reflects the relationship between the plastic maximum relative displacement seismic response and elastic maximum relative displacement seismic response of SDOF is studied through a great amount of numerical computation. The mean spectra of elasto plastic displacement ratio are acquired, so as to provide the fundamental datum and reference material for further research of simplified method of checking the elasto plastic deformation of structures and for new seismic design method based on elasto plastic displacement of structures.
Keywords:seismic structure  elasto  plastic deformation response spectra  regressive formula
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