期刊论文详细信息
Buildings
Seismic Fragility Functions for Non-Seismically Designed RC Structures Considering Pounding Effects
Xavier Romão1  Hossameldeen Mohamed2 
[1] CONSTRUCT-LESE, Faculty of Engineering, University of Porto, 4200-465 Porto, Portugal;Faculty of Engineering, Aswan University, Aswan 81542, Egypt;
关键词: RC frame;    pounding;    incremental dynamic analysis;    fragility;    failure mechanism;    separation distance;   
DOI  :  10.3390/buildings11120665
来源: DOAJ
【 摘 要 】

The proposed study develops fragility functions for non-seismically designed reinforced concrete structures considering different pounding configurations. The study addresses an existing research gap, since large-scale seismic risk assessment studies involving the seismic performance assessment of building portfolios usually do not involve fragility functions accounting for the possibility of pounding. The selected structures include configurations involving different separation distance values and exhibiting floor-to-floor pounding, floor-to-column pounding, pounding between structures with a significant height difference, and pounding between structures with a significant mass difference. The behaviour of these pounding configurations was analysed using incremental dynamic analysis and compared with that of the corresponding control cases (i.e., individual structures with no interaction with other structures). The results indicate the type of failure mechanism that contributes to the global collapse of the different configurations and the influence of the separation distance. Results highlight the main differences between the expected performance of different pounding configurations with respect to the occurrence of the failure mechanism that governs their collapse. Finally, results indicate that large-scale seismic risk assessment studies should consider fragility functions accounting for different pounding configurations when the possibility of pounding is not negligible, except in cases involving floor-to-floor pounding.

【 授权许可】

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