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Adaptive Force-Based Multimode Pushover Analysis for Seismic Evaluation of Midrise Buildings

机译:基于自适应力的多模推覆分析在中层建筑抗震评估中的应用

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摘要

To consider the effect of higher modes in predicting the seismic responses of midrise buildings, as well as the progressive changes in the dynamic characteristics during the nonlinear analysis, an adaptive force-based multimode pushover (AFMP) procedure is presented. This procedure is an adaptive version of the single-run multimode pushover (SMP) procedure that it is envisaged to be an enhancement of the previously proposed procedure. The procedure encompasses some adaptive pushover analyses. First, an adaptive single-mode pushover analysis using the first mode shape is performed. Moreover, one or two adaptive multimode pushover analyses are implemented by means of the enhanced lateral load distributions calculated by algebraically adding the instantaneous modal story forces. Therefore, the sign reversals of load vectors in the higher modes are considered. The results obtained through the adaptive single-mode and multimode pushover analyses are enveloped to compute the final seismic responses. It is demonstrated that the AFMP procedure can estimate with acceptable accuracy the seismic responses of midrise building frames.
机译:为了考虑较高模式在预测中层建筑地震响应以及非线性分析过程中动力特性的逐步变化方面的影响,提出了一种基于力的自适应多模式推覆(AFMP)程序。此过程是单次运行多模式下推(SMP)过程的自适应版本,可以设想是对先前提出的过程的增强。该过程包括一些自适应推覆分析。首先,执行使用第一模式形状的自适应单模式下推分析。此外,借助于通过代数相加瞬时模态故事力而计算出的增强的横向载荷分布来实施一个或两个自适应多模推覆分析。因此,考虑了较高模式下的载荷矢量的符号反转。通过自适应单模和多模推覆分析获得的结果被包裹起来以计算最终的地震响应。结果表明,AFMP程序可以以可接受的精度估算中层建筑框架的地震响应。

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