Progressive Collapse Analysis of RC building due to Fire load
Author:
Funder
National Institute of Technology Warangal
Publisher
Elsevier BV
Reference16 articles.
1. Ahmadi. R, Rashidian. O, Abbasian. R, Nav. F.M. and Usefi. N (2016)." Experimental and Numerical Evaluation of Progressive Collapse Behavior in Scaled RC Beam-Column Subassemblage". Shock and Vibration (https://doi.org/10.1155/2016/3748435), 1-17.
2. Bazant.Z.P and Zhou.Y. (2002). "Why did the World Trade Center collapse?-Simple analysis". Journal of Engineering Mechanics, 128(doi: 10.1061/(ASCE)0733-9399(2002)128:1(2)), 2-6.
3. Bhoite.S.M, Patil.S and Pote. N (2020). "Assessment of Progressive Collapse of G+7". International Journal of Engineering Research & Technology (IJERT), 9 Issue-9 (http://www.ijert.org ISSN: 2278-0181), 411-417.
4. Bilow. D.N and Kamara.M (2003). U.S. General Services Administration (GSA); "Progressive collapse analysis and design guidelines for New federal office building and major modernization projects".
5. Eurocode 1, EN 1991-1-2: Actions on structures -Part-1-2: General Actions- Actions on structures exposed to fire. (2002). European committee for standardization.
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