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A(P)/V-P specific equivalent viscous damping model for base-isolated buildings characterized by SDOF systems

机译:基于SDOF系统的基础隔震建筑的A(P)/ V-P特定等效黏性阻尼模型

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In this paper, an A(P)/V-P specific equivalent viscous damping model is proposed through regression analysis to predict the maximum inelastic displacement of base-isolated buildings characterized by SDOF system. In order to present comprehensive results, a large number of parameters are specified for bilinear SDOF systems, i.e., 8 initial natural periods between 0.1 s and 1.5 s, 16 ductility ratios ranging from 2 to 50 and 4 post-to-pre-yield stiffness ratios: 0.0, 0.05, 0.1 and 0.2. A total of 45 earthquake ground motions are selected as seismic input and classified into three groups according to different frequency contents represented by peak ground acceleration to peak ground velocity ratios (A(P)/V-P). Results show that the A(P)/V-P ratio is of significant importance for the estimation accuracy of equivalent linearization method, especially for buildings with relatively small post-to-pre-yield stiffness ratio. Finally, the estimation accuracy of the proposed model is verified through comparison with other models. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文通过回归分析,提出了一种基于A(P)/ V-P的等效黏性阻尼模型,以SDOF系统为基础,预测了基础隔震建筑物的最大非弹性位移。为了提供全面的结果,为双线性SDOF系统指定了许多参数,即8个初始自然周期(介于0.1 s和1.5 s之间),16个延性比(范围从2至50)和4个屈服后刚度比率:0.0、0.05、0.1和0.2。总共选择了45个地震地震动作为地震输入,并根据由峰值地面加速度与峰值地面速度之比(A(P)/ V-P)表示的不同频率内容将其分为三组。结果表明,A(P)/ V-P比对于等效线性化方法的估计精度非常重要,特别是对于屈服后刚度比相对较小的建筑物。最后,通过与其他模型的比较验证了所提模型的估计精度。 (C)2015 Elsevier Ltd.保留所有权利。

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