框支连续墙梁中墙体的抗震承载力验算  

Seismic Bearing Capacity Checking for the Continuous Masonry Wall Supported by Concrete Frame

作　　者：李晓文[1] 梁兴文[1] 王庆霖[1] 

机构地区：[1]西安建筑科技大学,710055

出　　处：《工程抗震》2000年第4期3-6,共4页Earthquake Resistant Engineering

基　　金：国家自然科学基金及《砌体结构设计规范》组项目

摘　　要：框支连续墙梁中的墙体与一般落地墙体的受力状态不尽相同 ,实验研究及理论分析表明 ,前者的水平承载力比后者约低 2 0 %～ 30 %。本文给出了这种墙体的抗震承载力验算方法。The load?resisting behavior of a frame?supported continuous masonry wall is not the same as the ordinary masonry wall resting on the ground. The results of test and analysis show that the horizontal bearing capacity of the former is less 20%～30% than the latter. A method for calculating seismic bearing capacity of such masonry wall is presented in thispaper.

关 键 词：框支连续墙梁 抗震承载力 验算方法 

分 类 号：TU398.203[建筑科学—结构工程] TU311.3