B. Mohebi, F. Kazemi, N. Asgarkhani, Pinar Ghasemnezhadsani, Anahita Mohebi
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引用次数: 1
摘要
粘性阻尼器(VDs)作为一种被动耗能系统被广泛应用于提高建筑物抗震性能水平,特别是在建筑物的改造中。剩余层间位移比(R-IDR)是反映建筑物震后状态的另一个重要因素。R-IDR的价值说明了对建筑物进行改造和修理的可能性。因此,本研究旨在探索矢量值强度测量(IMs)来预测两组钢抗弯矩框架(mrf)的R-IDR,这些框架有和没有实施VDs。使用OpenSees软件考虑RIDR进行增量动态分析(IDA)。根据剩余层间漂移比(R-IDR),对18个矢量值IMs的效率和充分性进行了量化。结果表明,在R-IDR分别为0.002、0.005、0.01和0.02的情况下,(Sa(t1), SaRatio M-D)和(Sa(t1), I M-D)两种向量值IMs的σlnSaRD|IM2值较低,平均色散FR (σlnSaRD|IM2)平均值较其他IMs高。此外,(Sa(t1), SaRatio M- d)和(Sa(t1), IM - d)两个向量值IMs对M、R和Vs30的地震动特征的p值均大于0.05,可以作为最优向量值IMs。
Performance of Vector-valued Intensity Measures for Estimating Residual Drift of Steel MRFs with Viscous Dampers
—Viscous Dampers (VDs) are widely used as passive energy dissipation system for improving seismic performance levels especially in retrofitting of buildings. Residual Inter-story Drift Ratio (R-IDR) is another important factor that specifies the condition of building after earthquake. The values of R-IDR illustrates the possibility of retrofitting and repairing of a building. Therefore, this study aims to explore the vector-valued Intensity Measures (IMs) for predicting the R-IDR of two group of steel Moment-Resisting Frames (MRFs) with and without implementing VDs. Incremental Dynamic Analysis (IDA) was performed with considering RIDR using OpenSees software. Efficiency and sufficiency have been quantified for 18 vector-valued IMs with respect to the Residual Interstory Drift Ratio (R-IDR). Results showed that two vector-valued IMs of (Sa(T 1 ), SaRatio M-D ) and (Sa(T 1 ), I M-D ) had lower σlnSa RD |IM 2 values in the R-IDR of 0.002, 0.005, 0.01, and 0.02, and they had higher FR in the mean dispersion, (σlnSaRD|IM2)avg, compared to other IMs. In addition, two vector-valued IMs of (Sa(T 1 ), SaRatio M-D ) and (Sa(T 1 ), I M-D ) achieved p-values higher than 0.05 with respect to seismic ground motion features of M, R, and Vs30, and can be used as optimal vector-valued IMs.