框支连续墙梁抗震试验与分析  

Analysis of Aseismic Test for Frame-Supported Continuous Masonry Wall

作　　者：梁兴文[1] 易文宗[1] 王庆霖[1] 李晓文[1] 秦福华[1] 

机构地区：[1]西安建筑科技大学,西安710055

出　　处：《建筑结构》1996年第9期3-8,共6页Building Structure

基　　金：国家自然科学基金资助项目

摘　　要：做了三榀两跨框支墙梁1/2比例模型试验;对模型在竖向及反复水平荷载作用下的破坏过程、破坏机理和水平承载力等进行了分析;根据试验与分析结果,论述了这种结构的抗震性能.In this paper, three 1/2 - scale model specimens of frame - supported continuous masonry wall are tested; horizontal bearing capacity, process and mechanism of failure for model specimens under the action of vertical and horizontal load are analyzed. According to the results of test and analysis, aseismic behavior of the structure are discussed.

关 键 词：框架结构 连续梁 简支墙 抗震 试验 

分 类 号：TU356.03[建筑科学—结构工程]