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Influence of Damping Systems on Building Structures Subject to Seismic Effects

机译:阻尼系统对受地震影响的建筑结构的影响

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This project investigates the behaviour of multi-storey buildings under simulated earthquake loads with viscoelastic dampers, friction dampers and combined frictionviscoelastic damping devices strategically located within shear walls. Consequently, evaluations are made as to how the damping systems affect the seismic response of these structures. In particular, this project concentrates on the effectiveness of dampers within cut-outs in the shear walls. The initial stiffness of cut out section of the shear wall is removed and replaced by the stiffness and damping of the device. Influence of parameters of dampers properties such as stiffness, damping coefficient, location, configuration and size are studied and evaluated using results obtained under several different earthquake scenarios. Various building models are treated in order to establish the effectiveness of the dampers and their optimal placement.
机译:该项目使用策略性地位于剪力墙内的粘弹性阻尼器,摩擦阻尼器和组合的摩擦粘弹性阻尼装置,研究了多层建筑物在模拟地震荷载下的行为。因此,评估了阻尼系统如何影响这些结构的地震响应。特别地,该项目集中于剪力墙的切口内的阻尼器的有效性。剪力墙切出部分的初始刚度被移除,并由装置的刚度和阻尼代替。利用在几种不同地震情况下获得的结果,研究和评估了阻尼器特性参数的影响,例如刚度,阻尼系数,位置,构造和尺寸。为了确定阻尼器的有效性及其最佳位置,对各种建筑模型进行了处理。

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