국제초고층학회논문집 (International Journal of High-Rise Buildings)
- 제3권3호
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- Pages.223-230
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- 2014
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- 2234-7224(pISSN)
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- 2288-9930(eISSN)
DOI QR Code
Progressive Collapse and Seismic Performance of Twisted Diagrid Buildings
- Kwon, Kwangho (Hyundai Architects & Engineers Associates Co., Ltd.) ;
- Kim, Jinkoo (Dept. of Civil and Architectural Engineering, Sungkyunkwan University)
- 발행 : 2014.09.30
초록
In this study the progressive collapse resisting capacities of tall diagrid buildings were evaluated based on arbitrary column removal scenario, and the seismic load-resisting capacities were investigated through fragility analysis and ATC 63 procedure. As analysis model structures both regular and twisted diagrid structures were designed and their load-resisting capacities were compared by nonlinear static and dynamic analyses. The analysis results showed that the progressive collapse potential of twisted buildings decreased as the twisting angle increased, but the seismic fragility or the probability of failure decreased as the twisting angle increased.