耗能低剪力墙结构在动力荷载作用下的数值模拟分析  

Numerical Analysis of Energy Dissipating Low-rise Concrete Shear Wall Structure under Dynamic Loading Action

作　　者：孙颖[1] 邵殿杰[2] 

机构地区：[1]东北石油大学土木建筑工程学院,大庆163318 [2]大庆油田有限责任公司第一采油厂机关,大庆163311

出　　处：《科学技术与工程》2010年第21期5314-5317,共4页Science Technology and Engineering

摘　　要：为了分析加设夹层橡胶垫的耗能低剪力墙的抗震性能,分别对含有夹层橡胶垫的耗能剪力墙和非耗能剪力墙结构建立分析模型,并进行了有限元数值模拟分析计算。对其在荷载作用下的计算结果数据进行详细的对比分析。结果表明,加设夹层橡胶垫的耗能剪力墙结构的变形能力及抗震性能可有效改善。The earthquake resistance performance of the low-rise concrete shear wall with mezzanine rubber cushion was studied by numerical simulation method.The behavior of energy-dissipating and non-energy-dissipating concrete shear wall structure were analyzed respectively.The results of this two different types of shear wall structure is compared in details.The solutions indicate that the deformation capacity and the performance of seismic resistance of energy dissipating low-rise shear wall structure can be improved.

关 键 词：低剪力墙 减震耗能 数值模拟分析 

分 类 号：TU312.1[建筑科学—结构工程]