Modelling the catenary effect in the progressive collapse analysis of concrete structures

[1]  Paul F. Mlakar,et al.  The Oklahoma City Bombing: Summary and Recommendations for Multihazard Mitigation , 1998 .

[2]  Mehrdad Sasani,et al.  Bar fracture modeling in progressive collapse analysis of reinforced concrete structures , 2011 .

[3]  Arash Naji,et al.  Progressive collapse analysis of steel frames: Simplified procedure and explicit expression for dynamic increase factor , 2012, International Journal of Steel Structures.

[4]  Zdeněk P. Bažant,et al.  What did and did not cause collapse of World Trade Center twin towers in New York , 2008 .

[5]  Zdenek P. Bazant,et al.  Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions , 2007 .

[6]  Yasser Alashker,et al.  A design-oriented model for the collapse resistance of composite floors subjected to column loss , 2011 .

[7]  Andrea Prota,et al.  Proposal of a probabilistic model for multi-hazard risk assessment of structures in seismic zones subjected to blast for the limit state of collapse , 2010 .

[8]  Mehrdad Sasani,et al.  Progressive collapse analysis of an RC structure , 2008 .

[9]  Keith A. Seffen,et al.  Progressive Collapse of the World Trade Center: Simple Analysis , 2008 .

[10]  Tan Kang Hai,et al.  Membrane actions of RC slabs in mitigating progressive collapse of building structures , 2013 .

[11]  Z. P. Baz˘ant,et al.  Why did World Trade Center collapse? – Simple analysis , 2001 .

[12]  Fahim Sadek,et al.  Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario , 2011 .