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.
出处
《科学技术与工程》
2010年第21期5314-5317,共4页
Science Technology and Engineering
关键词
低剪力墙
减震耗能
数值模拟分析
low-rise shear wall energy dissipating numerical analysis
