Steel and Composite Structures

  • 제21권3호
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  • Pages.553-571
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  • 2016
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Progressive collapse analysis of steel frame structure based on the energy principle

  • Chen, Chang Hong (School of Mechanics, Civil Engineering, Northwestern Polytechnical University) ;
  • Zhu, Yan Fei (School of Mechanics, Civil Engineering, Northwestern Polytechnical University) ;
  • Yao, Yao (School of Mechanics, Civil Engineering, Northwestern Polytechnical University) ;
  • Huang, Ying (School of Civil Engineering, Xi'an University of Architecture and Technology)
  • 투고 : 2015.12.21
  • 심사 : 2016.05.10
  • 발행 : 2016.06.30
⟨ 이전 논문 다음 논문 ⟩

초록

The progressive collapse potential of steel moment framed structures due to abrupt removal of a column is investigated based on the energy principle. Based on the changes of component's internal energy, this paper analyzes structural member's sensitivity to abrupt removal of a column to determine a sub-structure resisting progressive collapse. An energy-based structural damage index is defined to judge whether progressive collapse occurs in a structure. Then, a simplified beam damage model is proposed to analyze the energies absorbed and dissipated by structural beams at large deflections, and a simplified modified plastic hinges model is developed to consider catenary action in beams. In addition, the correlation between bending moment and axial force in a beam during the whole deformation development process is analyzed and modified, which shows good agreement with the experimental results.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

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  10. Analysis of Key Elements of Truss Structures Based on the Tangent Stiffness Method vol.12, pp.6, 2020, https://doi.org/10.3390/sym12061008
  11. 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