学校工程隔震结构地震反应数值分析

英文篇名：Numerical Analysis for Seismic Responses of Isolation School Building Structure
中文刊名：福建建筑
英文刊名：Fujian Architecture & Construction
作者：杜明 ; 王妙芳 ; 刘强
英文作者：DU Ming ; WANG Miaofang ; LIU Qiang ; XIAMEN YANGRUN REAL ESTATE CO. ; LTD ; Collage of Project Technology of Jimei University
中文关键词：学校建筑 ; 隔震结构 ; 地震反应 ; 罕遇地震 ; PKPM ; ETABS
英文关键词：School buildings ; Isolation structure ; Seismic analysis ; Rarely occurred earthquake ; PKPM ; ETABS
出版日期：2015-04-01
机构：厦门扬润地产运营管理有限公司;集美大学工程技术学院;
年：2015
期：04
出版单位：福建建筑

摘要

对学校工程实例建立隔震结构模型,对结构地震地震反应进行数值模拟,分析隔震结构模型的层间位移、位移角、楼层剪力等地震反应特征参数;对隔震结构和非隔震结构的地震反应进行对比分析,隔震结构的层间位移、层剪力等抗震性能明显优于非抗震结构;对ETABS和PKPM两种有限元软件进行隔震结构数值模拟对比分析,PKPM隔震模拟计算结果和ETABS计算结果差异较小,PKPM对隔震结构的数值模拟结果准确,精度高,满足对工程隔震结构的设计要求,为研究隔震结构数值分析技术及隔震结构设计提供有用参考。
A school building isolated structure mode was established,Numerical analysis of seismic analysis of school building was carried out in the computer. Floor deformation,floor shear force,angle of displacement etc. was anal sized. Seismic response of both isolated structure and nonisolated structure were compared as well. Seismic response of isolated structure is obviously better than the nonisolated structure. Finite element program ETABS was also used to Authenticate PKPM analysis results after being compared. The result is that program PKPM is able to simulate the isolated structure accurately as well. The result of the numerical analysis is useful for the study of isolated structure analysis and design.

引文

[1]周福霖.工程结构减震控制[M].北京:地震出版社,1997.
    [2]李桂青.结构振动控制理论和方法.世界地震.
    [3]于泳波.多层框架结构的隔、减震研究[D].西安理工大学硕士学位论文,2000,7:47~48.
    [4]李黎,熊世树.叠层橡胶隔震支座动力特性试验研究[J].华中理工大学学报,1998,Vol.26(2):74-76.
    [5]祁皑,林云腾,郏国琛.曾见隔震结构工作机理研究[J].地震工程与工程振动,2006.26(4):239-243.
    [6]陈永祥,祁皑,才华.隔震结构动力反应研究[J].沈阳建筑工程学院学报,2002,18(2):88-90.
    [7]閤东东,苗启松,李文峰.地震作用下高位层间隔震体系参数优化设计[J].振动工程学报,2013,26(6):895-900.
    [8]商昊江,祁皑.高层隔震结构减震机理探讨[J].振动与冲击,2012,31(4):8-12,17