变刚度框剪结构地震反应的层单元分析

英文篇名：Story Element Analysis Method to Earthquake Response of Frame-interrupted Shear Wall Structure
中文刊名：建筑结构
英文刊名：Building Structure
作者：方德平 ; 王全凤
英文作者：Fang Deping ; Wang Quanfeng(College of Civil Eng. ; Huaqiao Univ. ; 362021 ; Quanzhou ; China)
中文关键词：断层剪力墙 ; 框剪结构 ; 地震作用 ; 层单元
英文关键词：shear wall interruption ; frame-shear wall structure ; seismic action ; storey element
出版日期：2005-11-25
机构：华侨大学土木工程学院,华侨大学土木工程学院泉州362011 ,泉州362011
年：2005
期：11
出版单位：建筑结构

摘要

构造能模拟一层框剪结构的层单元,用振型分解反应谱法分析不同高度和结构刚度特征值的断层剪力墙框剪结构的地震反应,设定可中断剪力墙高度的条件。计算表明,可中断剪力墙高度的决定因素为上部框架的抗剪能力,随着刚度特征值的增加,可中断剪力墙的高度随之增加,给出了两者之间的表达式,结构高度对中断剪力墙高度的影响较小。
The storey element,which can model one storey of the frame-shear wall structure is fabricated.Based on SRSS method,the frame-shear wall structure with shear wall interruption at different heights is analyzed.The conditions of interruptable shear wall height are established.Calculation results indicate that the decisive factor influencing interruptable shear wall height is the shear force carrying capacity of the frame above shear wall interruption;the interruptable shear wall height increases with the increasing of the rigidity characteristic.The equation between the rigidity characteristic and the interruptable shear wall height is presented.The height of the structure has little influences on the interruptable shear wall height.

引文

[1]赵西安.高层建筑结构实用设计方法(第三版).上海:同济大学出版社,1998.
    [2]秦荣.高层框剪结构分析的新方法.工程力学,1988,(5).
    [3]Wang Q F,Wang L Y,Liu Q S.Seismic response of steppedframe-shear wall structures by using numerical method.Int.J.Computer Method in Applied Mechanics&Engineering,1999,173(1-2).
    [4]Wang Q F,Wang L Y,Liu Q S.Effect of shear wall height onearthquake response.Int.J.Engineering Structures,2001,23(4).
    [5]Jack P M.Seismic analysis of R/C frame wall structure.J.ofStructural Engineering,1984,110(10).
    [6]Jack P M.Seismic analysis method for irregular buildings.J.ofStructural Engineering,1986,112.
    [7]王全凤,张波.含断层剪力墙框-剪结构的楼层地震力.华侨大学学报,2001,22(4).
    [8]王全凤,张波等.框-剪结构剪力墙中断和楼层刚度比.建筑结构,2003,33(5).
    [9]包世华.新编高层建筑结构.中国水利水电出版社,2001.
    [10]黄世敏,魏琏.地震作用下沿高度变刚度框剪结构的计算方法.建筑科学,1997,(4).