地震作用下短肢剪力墙结构的破坏形态研究  

Study on Failure Mode of Short-pier Shear Wall Structure under Earthquake

作　　者：彭飞[1] 程文瀼[1] 陆和燕[1] 黄东升[2] 汪杰 魏大平 

机构地区：[1]东南大学混凝土及预应力混凝土结构教育部重点实验室,江苏南京210096 [2]南京航空航天大学,江苏南京210016 [3]南京市民用建筑设计研究院,江苏南京210002

出　　处：《工程抗震与加固改造》2006年第5期60-62,共3页Earthquake Resistant Engineering and Retrofitting

摘　　要：分析了短肢剪力墙结构的破坏机理及耗能方式,并与试验结果进行了对比,得出了短肢剪力墙结构具有破坏方式比较合理,抗震能力较好的结论。The failure mechanism and the energy-absorbing capacity of short-pier shear wall structure are analyzed in this paper. Further more, the theoretical results are compared with experimental data. Consequently, it is obtained that the failure mode of short-pier shear wall structure is reasonable and the aseismatic capacity of this kind of structure is excellent.

关 键 词：剪力墙 短肢剪力墙 耗能 

分 类 号：TU399[建筑科学—结构工程]