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International Journal of Engineering، جلد ۳۴، شماره ۵، صفحات ۱۱۶۷-۱۱۷۵
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| عنوان فارسی |
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| چکیده فارسی مقاله |
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| عنوان انگلیسی |
Seismic Vulnerability Studies of a G+17 storey building in Abu Dhabi - UAE using Fragility Curves |
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| چکیده انگلیسی مقاله |
The growth of tall buildings in the United Arab Emirates (UAE) has paved the way for a surge in interest in the country's seismic vulnerability investigation. The case study building comprises of shear walls and RC columns as its lateral force-resisting system. It is a newly constructed G+17 storey building and is about 78 meters high. The non-linear dynamic seismic analysis which is the time history modal analysis, also known as Fast Non-linear analysis was performed on the study building with about 45 earthquakes in 3 sets of hazard levels (2%, 5%, and 10% Probability of Exceedance [PE]) to generate the inter-story drift values. Based on the Performance-based approach given by FEMA 356, the Fragility curves are developed by creating the Probabilistic Seismic Design Modal. The resultant fragility curves are given in terms of 3 probabilities i.e., (1) Immediate Occupancy, (2) Life Safety, and (3) Collapse Prevention. The whole study depends on the idea that comparative sort of structures will have a similar likelihood of a given harm state for a given seismic force |
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| کلیدواژه‌های انگلیسی مقاله |
Seismic vulnerability,Fragility curves,time history analysis,Shear walls,Multi-storey |
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| نویسندگان مقاله |
S. S. Nair |
Buildings and Communities, Structures, Nine Cube Consultants L.L.C, United Arab Emirates
G. Hemalatha |
Department of Civil Engineering, Karunya Institute of Technology and Sciences, India
R. Raja. S |
M.Tech Structural Engineering, Karunya Institute of Technology and Sciences, India
E. A. Stephen |
Department of Mathematics, Karunya Institute of Technology and Science, India
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| نشانی اینترنتی |
https://www.ije.ir/article_129360_e04a7bd8bf6e2245f0e8dc2f99025e7b.pdf |
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| زبان مقاله منتشر شده |
en |
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