点击次数：

发表刊物：Case Studies in Construction Materials (JCR Q1)

摘要：The ground motion intensity measure is a key parameter affecting the accuracy of probabilistic seismic demand analysis (PSDA). This paper uses the incremental dynamic analysis (IDA) results of 12 three-dimensional reinforced concrete (RC) high-rise structures to explore the efficiency and sufficiency of a spectral acceleration Sa(T) intensity measure (IM) in a continuous period T (0–8 s). Subsequently, the effects of higher modes and period softening on the results are investigated. Controlling periods – that is, the lower and upper bounds of periods – across the spectrum are also examined in order to propose an optimal IM Sa,GM that considers the effects of higher modes and nonlinear softening on the seismic responses of three-dimensional high-rise buildings. Finally, the proposed optimal IM Sa,GM is compared to the widely used IM of spectral acceleration at the first-mode period Sa(T1) of the structure and the improved IM , which considers the first n modes in the field, based on the criteria of efficiency, practicality, sufficiency, proficiency, and scaling robustness. The results indicate that the efficiency and sufficiency of the IM Sa(T) fluctuate with increasing periods T and are affected by higher modes and period softening. Furthermore, the proposed optimal IM Sa,GM exhibits a significant decrease in dispersion with respect to the structural response (efficiency) and scores higher on sufficiency, practicality, proficiency, and effectivity robustness than the IMs Sa(T1) and .

是否译文：否

发表时间：2023-07-01

收录刊物：SCI

发布期刊链接：http://www-sciencedirect-com-s.w.hqu.edu.cn:8118/science/article/pii/S2214509522008105