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耗能低剪力墙结构的在动力荷载作用下数值模拟分析
引用本文:孙颖,邵殿杰.耗能低剪力墙结构的在动力荷载作用下数值模拟分析[J].科学技术与工程,2010,10(21).
作者姓名:孙颖  邵殿杰
作者单位: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
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.

关 键 词:低剪力墙  减震耗能  数值模拟分析
收稿时间:4/21/2010 2:55:43 PM
修稿时间:4/30/2010 1:58:12 PM

Numerical Analysis of Energy Dissipating Low-rise Concrete Shear Wall Structure Under Dynamic Loading Action
sunying and Shao Dian-Jie.Numerical Analysis of Energy Dissipating Low-rise Concrete Shear Wall Structure Under Dynamic Loading Action[J].Science Technology and Engineering,2010,10(21).
Authors:sunying and Shao Dian-Jie
Abstract:Abstract: In this paper, 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 was 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.
Keywords:Low-Rise Shear Wall  Energy Dissipating  Numerical Analysis
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