Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column—Experimental results

Author:

Kai Qian,Li Bing

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference23 articles.

1. ASCE/SEI 7. Minimum design loads for buildings and other structures. Reston (VA): Structural Engineering Institute, American Society of Civil Engineers; 2010.

2. DOD. Design of building to resist progressive collapse. Unified Facility Criteria, UFC 4-023-03. Washington (DC): US Department of Defense; 2009.

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

4. Progressive analysis procedure for progressive collapse;Marjanishvili;J Perform Construct Facil ASCE,2004

5. Comparison of various procedures for progressive collapse analysis;Marjanishvili;J Perform Construct Facil,2006

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