Effect of span length on progressive collapse behaviour of steel moment resisting frames

Author:

Hashemi Rezvani Farshad,Yousefi Amir Mohammad,Ronagh Hamid Reza

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference23 articles.

1. ASCE 7-05: minimum design loads for buildings and other structures;American Society of Civil Engineers,2005

2. Best practices for reducing the potential for progressive collapse in buildings NISTIR 7396;National Institute of Standard and Technology (NIST),2007

3. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects;U.S. General Service Administration (U.S. GSA),2003

4. Design of buildings to resist progressive collapse;Unified Facilities Criteria (UFC),2009

5. Preventing progressive collapse through strengthening beam-to-column connection, part 1: theoretical analysis;Liu;J Constr Steel Res,2010

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