Structural Engineering and Mechanics

  • 제59권1호
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  • Pages.59-82
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  • 2016
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Progressive collapse analysis of steel building considering effects of infill panels

  • 투고 : 2015.12.10
  • 심사 : 2016.05.11
  • 발행 : 2016.07.10
⟨ 이전 논문 다음 논문 ⟩

초록

Simplifier assumptions which are used in numerical studies of progressive collapse phenomenon in structures indicate inconsistency between the numerical and experimental full-scale results. Neglecting the effects of infill panels and two-dimensional simulation are some of these assumptions. In this study, an existing seismically code-designed steel building is analyzed with alternate path method (AP) to assess its resistance against progressive collapse. In the AP method, the critical columns be removed immediately and stability of the remaining structure is investigated. Analytical macro-model based on the equivalent strut approach is used to simulate the effective infill panels. The 3-dimentional nonlinear dynamic analysis results show that modeling the slabs and infill panels can increase catenary actions and stability of the structure to resist progressive collapse even if more than one column removed. Finally, a formula is proposed to determine potential of collapse of the structure based on the quantity and quality of the produced plastic hinges in the connections.

키워드

참고문헌

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피인용 문헌

  1. Progressive collapse analysis of buildings with concentric and eccentric braced frames vol.61, pp.6, 2017, https://doi.org/10.12989/sem.2017.61.6.755
  2. Blast behavior of steel infill panels with various thickness and stiffener arrangement vol.65, pp.5, 2016, https://doi.org/10.12989/sem.2018.65.5.587
  3. Height-thickness ratio on axial behavior of composite wall with truss connector vol.30, pp.4, 2016, https://doi.org/10.12989/scs.2019.30.4.315
  4. Mitigation of progressive collapse in steel structures using a new passive connection vol.70, pp.4, 2016, https://doi.org/10.12989/sem.2019.70.4.381
  5. Buckling analysis of steel plates in composite structures with novel shape function vol.35, pp.3, 2016, https://doi.org/10.12989/scs.2020.35.3.405
  6. Progressive collapse risk of 2D and 3D steel-frame assemblies having shear connections vol.179, pp.None, 2016, https://doi.org/10.1016/j.jcsr.2021.106533