Progressive Collapse and Seismic Performance of Twisted Diagrid Buildings

저자(들)

  • Kwangho Kwon Hyundai Architects & Engineers Associates Co., Ltd, Seoul, Korea 저자
  • Jinkoo Kim Dept. of Civil and Architectural Engineering, Sungkyunkwan University, Suwon, Korea 저자

키워드:

Progressive collapse, Seismic performance, Irregular structures, Diagrid structures

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.

다운로드

출판됨

2014-09-30

권호

권. 3 호. 3 (2014)

세션

Articles