A theoretical method for calculating the compressive arch capacity of RC beams against progressive collapse

Author:

Abbasnia Reza1,Nav Foad Mohajeri1

Affiliation:

1. Civil Engineering Department; Iran University of Science and Technology; 1684613114 Tehran Iran

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Development of arching action in longitudinally-restrained reinforced concrete beams;Farhang Vesali;Construction and Building Materials,2013

2. Experimental Study of Reinforced Concrete Assemblies under Column Removal Scenario;Lew;ACI Structural Journal,2014

3. Progressive Collapse Resistance of Axially-Restrained Frame Beams;Su;ACI Structural Journal,2009

4. Progressive collapse-resisting capacity of RC beam-column sub-assemblage;Choi;Magazine of Concrete Research,2011

5. Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages;Yu;Engineering Structures,2011

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