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.
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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, (21): . sunying, Shao Dian-Jie. Numerical Analysis of Energy Dissipating Low-rise Concrete Shear Wall Structure Under Dynamic Loading Action[J]. Science Technology and Engineering,2010,(21).