底部带暗支撑中高剪力墙抗震性能试验及承载力计算  

Calculation of load-carrying capacity and experiment research on seismic behavior of mid - rise shear wall with concealed bracing

作　　者：张建伟[1] 曹万林[1] 徐金荣[2] 田宝发 高树军 

机构地区：[1]北京工业大学建工学院 [2]河北工程技术高等专科学校,河北沧州061001 [3]沧州市建筑设计院,河北沧州061001

出　　处：《世界地震工程》2002年第1期41-45,共5页World Earthquake Engineering

基　　金：国家自然科学基金(59978003); 北京市科技攻关项目(954300300);教育部骨干教师基金项目(KN0401200

摘　　要：通过两个中高剪力墙模型的试验研究，比较分析了底部带暗支撑中高剪力墙与普通中高剪力墙的抗震性能。建立了承载力计算模型与方法，计算结果与实测值符合较好。On the basis of experimental research on the seismic behavior of two one - third scale mod- els of mid-rise shear walls, the seis mic behaviors of two models were analyzed. The seismic behav- ior of the mode with concealed bracing was compared with that of the mode without concealed bracing. Load-carrying capacity of the mode with concealed bracing was calculated. Experimental re- sults agree well with the values calculated.

关 键 词：钢筋混凝土 剪力墙 暗支撑 抗震性能 承载力 

分 类 号：TU352.11[建筑科学—结构工程]