摘要
钢管混凝土组合剪力墙是一种新型剪力墙,能充分发挥不同受力体系和不同材料的抗震优势.采用大型有限元分析软件ABAQUS对该新型剪力墙进行了弹塑性有限元分析,研究了钢管混凝土组合剪力墙在荷载作用下的应力、应变等微观受力状态,揭示了其破坏过程和抗震机理.
The shear wall with concrete filled steel tube composite as a new type combines the aseismic advantages of different stress system and various materials.The paper makes the elastoplasticity analysis of this new type of shear wall by using the finite element analysis software,researches the shear wall＇s micro stress states such as stress and strain under loads,in order to reveal the destruction process and aseismic mechanism.
出处
《华北水利水电学院学报》
2012年第2期14-16,共3页
North China Institute of Water Conservancy and Hydroelectric Power
基金
华北水利水电学院高层次人才科研启动项目(201211)
关键词
ABAQUS
钢管混凝土
有限元
抗震机理
ABAQUS
concrete filled steel tube composite
finite element
aseismic mechanism
