摘要
砌体结构房屋在竖向荷载作用下的受力分析，不少资料中已有详细论述，而砌体结构房屋在水平地震作用下的受力情况，目前的资料及规范中只有抗震抗剪计算，而没有进行全面的受力分析．为了弄清砌体房屋在水平地震作用下各抗侧力构件的工作机理及破坏形式，本文应用高层建筑结构设计的原理及方法，进行砌体结构房屋在水平地震作用下的受力分析，为砌体结构房屋的整体弯曲等计算。
Analysis in stress under vertical load has been deocribed in a series of works and code,but as to analysis in seress on masonry structure under horrzontal seismic action only calculation of carthquak resistance and given in present works and no entirely analysis in seress on masonry structure under horizonlal seismic action in given In this article,principe and means of design of structure of high-rise building are used to analyse the stress on masonry structure under horizontal seismic action in order to find out mechanism of work and form of rupture,to meet the demand for analysis of seress and to provide calculating means of internal force of masonry structure Key wrods total half structure;bending movement of roof;total wall;continuous bean;whole beading
出处
《昆明理工大学学报（理工版）》
1997年第3期107-114,137,共9页
Journal of Kunming University of Science and Technology(Natural Science Edition)
