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Effects of different steel-concrete composite slabs on rigid steel beam-column connection under a column removal scenario

  • Published:2019-02 Issue: Volume:153 Page:55-70
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Wang Junjie,Wang Wei,Lehman Dawn,Roeder Charles

Funder

Natural Science Foundation of China

Shuguang Program

Sustainable Structural Engineering Research Funds from Tongji

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Progressive Collapse of Structures;Starossek,2009

2. Design of Buildings to Resist Progressive Collapse: Unified Facilities Criteria UFC4-023-03. Washington (DC);Department of Defense (DoD),2016

3. Alternate Path Analysis & Design Guidelines for Progressive Collapse Resistance. Washington (DC);General Services Administration (GSA),2013

4. El-Tawil S. an experimental and computational study of steel moment connections under a column removal scenario;Sadek;NIST Tech. Note,2010

5. Testing and analysis of steel and concrete beam-column assemblies under a column removal scenario;Sadek;J. Struct. Eng.,2011

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