框支连续墙梁水平承载力的试验研究  

Experimental Research on Horizontal Bearing Capacity of Continuous WallBeam Supported on Fram(CWBF)

作　　者：张顺宝[1] 

机构地区：[1]东南大学土木工程学院

出　　处：《东南大学学报（自然科学版）》1997年第A11期86-90,共5页Journal of Southeast University：Natural Science Edition

摘　　要：介绍了３榀１／２缩尺的框支连续墙梁在竖向力和水平力共同作用下的试验，阐述了框支连续墙梁的工作机理，用非线性有限元对试验结果进行了分析和验证．研究表明：与相同条件下的落地组合墙体相比，框支连续墙梁的水平承载力约低３０％．Experiments on three specimens of CWBF on a reduced scale of 1∶2 are described. Working principle of CWBF under horizontal load is expounded,and the results of the experiments are analyzed and tested by nonlinear finite element program. Study suggests that the horizontal bearing capacity of CWBF is 30% lower than downtofloor compound wall under the same conditions.

关 键 词：框支连续墙梁 落地组合墙体 水平承载力 

分 类 号：TU375.402[建筑科学—结构工程]