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Volume 35 Issue 2
May  2020
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Article Navigation >  STEEL CONSTRUCTION(Chinese & English)  > 2020  >  35(2): 13-28
Zhixia Ding, Yaopeng Liu, Zuolei Du, Siulai Chan. THE APPLICATION OF DIRECT ANALYSIS METHOD IN PROGRESSIVE COLLAPSE[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(2): 13-28. doi: 10.13206/j.gjgSE20010801
Citation: Zhixia Ding, Yaopeng Liu, Zuolei Du, Siulai Chan. THE APPLICATION OF DIRECT ANALYSIS METHOD IN PROGRESSIVE COLLAPSE[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(2): 13-28. doi: 10.13206/j.gjgSE20010801
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THE APPLICATION OF DIRECT ANALYSIS METHOD IN PROGRESSIVE COLLAPSE

doi: 10.13206/j.gjgSE20010801

  • Department of Civil and Environment Engineering, The Hong Kong Polytechnic University, Hong Kong 999077, China

  • Received Date: 2019-09-02
    Abstract
  • The key issues in progressive collapse analysis include material nonlinearity, initial imperfections, dynamic effects and catenary effects. The structural stability analysis for progressive collapse resistance is mainly based on the alternative path method, and the response of the structure is checked after the removal of key vertical members. The global structural analysis can be performed by three methods, i. e. linear static analysis, nonlinear static analysis and nonlinear dynamic analysis. In this paper, the direct analysis method based on nonlinear static analysis is adopted to to consider the key factors affecting the structural behaviors, such as material nonlinearity, initial geometric imperfection, residual stress, joint stiffness, etc. Using software NIDA, this paper presents the analysis and design process of the alternative path method specified in the specification GSA and UFC via a worked example. The conventional linear analysis method is also used for comparison purpose.
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