顶层空旷多层房屋的抗震计算及其变形集中效应

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英文篇名：Earthquake Resistance Calculation and Degormation Concentration Effect for Multistories Building with Spacious Topmost Story 中文刊名：武汉城市建设学院学报 作者：徐贵章 英文作者：Xu Guizhang (Dept. of Urban Construction and Management) 中文关键词：空旷多层房屋 ; 振型分析 ; 抗震计算 ; 变形集中效应 ; 柔弱楼层 ; 刚性比 英文关键词：spacious multistories building ; vibration mode analysis ; earthquake resistance calculation ; deformation concentration effect ; weak story ; stiffness ratio 出版日期：1991-12-31 机构：武汉城市建设学院城市建设与管理系, 年：1991 期：04 出版单位：武汉城市建设学院学报

摘要

本文用有限元先处理定位向量法形成顶层空旷多层房屋关于独立结点位移的结构刚度矩阵,并经静力缩聚得到关于楼层集中质量水平动力自由度的结构侧向刚度矩阵。由 Stodola 迭代法和规范地震反应谱完成抗震动力计算。针对其柔弱顶层变形集中效应的影响,介绍顶层排架柱地震内力的修正方法。
The stiffness matrix of the structure of the multistories building with spacious topmost story about the independent nodal displacements is found by using the finite element method with the fixed position vectors in this paper.The lataral stiffness matrix about the horizontal dy- namic freedom degrees of the concentrated masses in each story also can be found by static condensation method.Thus,the earthquake resistance dynamic calculation can be fulfiled by the stodola interation method and code earthquake response spectrum soon afterwards.In ac- cordance with the influence of the deformation concentration effect in the weak topmost sto- ry,this paper introduces the revision method on earthquake internal forces of the hinged columns in the topmost story

引文

[1] 韦定国等.抗震结构设计.北京:地震出版社,1991
    [2] 刘大海等.空旷房屋抗震设计.北京:地震出版社,1989
    [3] 龙驭球等.结构力学.北京:人民教育出版社,1985
    [4] 徐贵章.铰接排架单层厂房的动力特性及地震力计算.武汉城市建设学院学报,90(3)