Advanced Scalar-valued Intensity Measures for Residual Drift Prediction of SMRFs with Fluid Viscous Dampers

F. Kazemi, B. Mohebi, N. Asgarkhani, Atefeh Yousefi
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Abstract

—Maximum Residual Inter-story Drift Ratio (RIDR max ) plays an important role to specify the state of a structure after severe earthquake and the possibility of repairing the structure. Therefore, it is necessary to predict the RIDR max of Steel Moment-Resisting Frames (SMRFs) with high reliability by employing powerful Intensity Measures (IMs). This study investigates the efficiency and sufficiency of scalar-valued IMs for predicting RIDR max of two sets of the 3-Story, 6-Story, and 9-Story SMRFs with and without using linear Fluid Viscous Dampers (FVDs). Incremental Dynamic Analysis (IDA) was performed with considering RIDR max as engineering demand parameters using Opensees. Results of analysis showed that two scalar-valued IMs of IM M (α=0.5 ) and Sa avg M-D had lower values of the variations of standard deviation of natural logarithm of IM of RIDR max , σlnIM RD , which shows the efficiency of these IMs. Moreover, these scalar-valued IMs achieved higher p - values with respect to seismic ground motion features of M, R, and Vs30, which shows the sufficiency of assumed IMs. Therefore, two scalar-valued IMs of IM M (α=0.5) and Sa avg M-D are proposed as optimal scalar-valued IMs for predicting the RIDR max of SMRFs
带粘性阻尼器的smrf残余漂移预测的先进标度强度测度
最大剩余层间位移比(RIDR max)对于确定结构在强震后的状态和修复结构的可能性具有重要作用。因此,有必要采用强有力的强度指标(IMs)来预测具有高可靠性的钢抗弯矩框架(SMRFs)的RIDR最大值。本研究探讨了标量值IMs在使用线性流体粘性阻尼器(fvd)和不使用线性流体粘性阻尼器(fvd)时预测3层、6层和9层smrf的两组RIDR最大值的效率和充分性。使用Opensees将RIDR max作为工程需求参数,进行增量动态分析(IDA)。分析结果表明,imm (α=0.5)和Sa avg M- d的两种标值IMs对RIDR max的IM自然对数标准差σlnIM RD的变化值较低,表明了这两种IMs的有效性。此外,这些标值IMs相对于M、R和Vs30的地震地震动特征获得了更高的p值,这表明假设IMs的充分性。因此,我们提出imm (α=0.5)和Sa avg M- d两个标值IMs作为预测SMRFs RIDR max的最优标值IMs
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