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.
出处
《东南大学学报（自然科学版）》
EI
CAS
CSCD
1997年第A11期86-90,共5页
Journal of Southeast University：Natural Science Edition
关键词
框支连续墙梁
落地组合墙体
水平承载力
continuous wallbeam supported on fram
downtofloor compound wall
horizontial bearing capacity
