Behaviour of precast concrete beam–column sub-assemblages subject to column removal

Author:

Kang Shao-Bo,Tan Kang Hai

Funder

Protective Technology Research Centre of Nanyang Technological University, Singapore

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference30 articles.

1. Approach for design against progressive collapse;Ellingwood;J Struct Div ASCE,1978

2. Carbon fiber-reinforced polymer for continuity in existing reinforced concrete buildings vulnerable to collapse;Orton;ACI Struct J,2009

3. GSA. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington, DC: General Services Administration; 2003.

4. DOD. Design of buildings to resist progressive collapse. Unified Facilities Criteria (UFC) 4-023-03. Washington, DC: Department of Defence; 2013.

5. NIST. Best practices for reducing the potential for progressive collapse in buildings. NISTIR 7396. Gaithersburg, MD: National Institute of Standards and Technology; 2007.

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