대한건축학회논문집:구조계 (Journal of the Architectural Institute of Korea Structure & Construction)

  • 제30권2호
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  • Pages.3-10
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  • 2014
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  • 1226-9107(pISSN)
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  • 2384-1788(eISSN)
대한건축학회 (Architectural Institute of Korea)
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철골모멘트골조의 연쇄붕괴저항력에 합성바닥슬래브가 미치는 영향

Effects of Composite Floor Slab on Progressive Collapse Resistance of Steel Moment Frames

  • 투고 : 2013.10.15
  • 심사 : 2014.01.22
  • 발행 : 2014.02.28
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, a kinematic modeling of the composite floor slabs under the column missing scenario is proposed that can be used for more accurate evaluation of progressive collapse resistance of steel moment frames. To this end, the behavior of double-span composite floor slabs is first investigated using the advanced nonlinear finite element analysis. The functional form of the deformed shape of the double-span floor slab is derived from the numerical analysis and used for analytically modeling the energy absorption contribution of composite floor slabs under the column missing scenario. It is shown that the analytical model proposed in this study can be used in conducting more accurate energy-based progressive collapse analysis of steel moment frames.

키워드

참고문헌

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