连续墙梁水平及竖直截面应力的分布规律  

Stress Distribution Rules of Horizontal and Vertical Section of Continuous Wall-beams

作　　者：张国军[1] 刘伯权[2] 齐小红[3] 李应斌[1] 

机构地区：[1]西安建筑科技大学,710055 [2]长安大学,西安710061 [3]塔里木农垦大学,新疆阿拉尔843300

出　　处：《建筑结构》2003年第6期66-68,共3页Building Structure

摘　　要：采用有限元计算程序分析了连续墙梁无洞口与有洞口水平及竖直截面的应力分布规律 ,并与试验结果进行了比较。最后还给出了墙高不同时连续墙梁界面应力分布的变化 。FEM is adopted to analyze horizontal and vertical section stress distributing rules of continuous wall\|beams with and without holes,the results are compared with one of experiments.Finally differences of common boundary stress distributing of masonry walls on continuous beam between wall heights are given.Convenience in the work of calculating continuous wall\|beam is offered,some conclusions can be regarded as reference for design.

关 键 词：连续墙梁 托梁 界面 拱效应 简支墙梁 弹性力学 

分 类 号：TU323.3[建筑科学—结构工程]