Finite element analysis and experimental validation of progressive collapse of reinforced rubberized concrete frame
Author:
Funder
Universiti Sains Malaysia
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference56 articles.
1. ASCE. Minimum design loads and associated criteria for buildings and other structures; 2017. ASCE Reston, VA.
2. Ellingwood, B.R., et al., Best practices for reducing the potential for progressive collapse in buildings; 2007.
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4. Compressive behaviour of concrete structures incorporating recycled concrete aggregates, rubber crumb and reinforced with steel fibre, subjected to elevated temperatures;Guo;J Cleaner Prod,2014
5. On the use of recycled tire rubber to develop low E-modulus ECC for durable concrete repairs;Huang;Constr Build Mater,2013
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