Performance of the CFST column to composite beam connection under static and impact loads

Author:

Wang Wen-Da,Zheng Long,Xian Wei

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference63 articles.

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

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

3. Integrity of steel single plate shear connections subjected to simulated column removal;Weigand;J. Struct. Eng.,2014

4. A special reinforcing technique to improve resistance of beam-to-tubular column connections for progressive collapse prevention;Qin;Eng. Struct.,2016

5. Behavior of conventional and enhanced gravity connections subjected to column loss;Cortés;J. Constr. Steel Res.,2017

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