应用ANSYS对夹层橡胶垫耗能低剪力墙结构的性能分析  

Behavior analysis of energy dissipated low-rise concrete shear wall with mezzanine rubber cushion by ANSYS

作　　者：孙建刚[1] 孙颖[1] 刘洋[1] 

机构地区：[1]大庆石油学院建筑工程系,黑龙江安达151400

出　　处：《地震工程与工程振动》2002年第4期169-175,共7页Earthquake Engineering and Engineering Dynamics

基　　金：中华人民共和国教育部优秀青年教师资助项目 (教人司 2 0 0 11)

摘　　要：本文针对低剪力墙结构延性差、耗能能力差、结构抗震性能差等问题 ,提出一种新型耗能低剪力墙结构 ,并应用有限元分析软件ANSYS对同截面整体墙结构及耗能墙结构进行了数值模拟计算 ,并对其破坏形态、耗能能力、承载力情况、变形性能等进行了对比分析。结果表明 ,夹层橡胶垫耗能低剪力墙结构具有良好的延性和抗震性能。In order to improve the earthquake resistant performance and structure ductility of ordinary low rise concrete shear wall ,the shear wall with mezzanine rubber cushion is proposed in this paper. The full wall and the energy dissipated shear wall are studied by ANSYS which is a numerical analysis program. Form comparison of destroyed conformation, energy dissipation low rise concrete shear walls with mezzanine rubber cushion have good earthquake resistant performance.

关 键 词：低剪力墙 夹层橡胶垫 高强混凝土 结构延性 耗能能力 抗震性能 

分 类 号：TU352.11[建筑科学—结构工程]