框支连续墙梁抗震性能研究及设计计算  

Research on Earthquake resistant Behavior and Design of Continuous Masonry Wall Supported on RC Frame

作　　者：梁兴文[1,2] 王庆霖[1,2] 易文宗 李晓文[1,2] 李青宁 史庆轩[1,2] 孙洪波 

机构地区：[1]西安建筑科技大学 [2]河南省电力勘测设计院

出　　处：《建筑结构学报》1998年第4期9-18,共10页Journal of Building Structures

基　　金：国家自然科学基金

摘　　要：通过对七榀１／２比例两跨框支墙梁的模型试验，对试验模型在竖向及反复水平荷载作用下的破坏机理、水平承载力和变形性能等进行了分析，提出了墙梁水平承载力和侧向刚度的计算公式以及墙梁的抗震设计建议。In this paper, the test results of seven 1/2 scale model specimens of continuous masonry wall supported on RC frame have been reported, and the mechanism of failure, horizontal bearing capacity and deformation features of model specimens under the action of vertical and cyclic horizontal loads have been analyzed. The formulas for horizontal bearing capacity and lateral stiffness of masonry wall have been developed and some suggestions for earthquake resistant design have been presented.

关 键 词：框支连续墙梁 抗震性能 侧向刚度 设计计算 

分 类 号：TU311.3[建筑科学—结构工程] TU398.901