Progressive collapse analysis and retrofit of a steel-RC building considering catenary effect

Author:

Ferraioli Massimiliano,Laurenza Biagio,Lavino Angelo,De Matteis Gianfranco

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference67 articles.

1. Catenary action in steel-framed buildings;Byfield;Struct. Build.,2007

2. Experimental study and numerical analysis of progressive collapse resistance of composite frames;Guo;J. Constr. Steel Res.,2013

3. Assessment of progressive collapse capacity of earthquake-resistant steel moment frames using pushdown analysis;Ferraioli;Open Constr. Build. Technol. J.,2014

4. Dynamic increase factor for pushdown analysis of seismically designed steel moment-resisting frames;Ferraioli;Int. J. Steel Struct.,2016

5. Assessment of dynamic increase factors for progressive collapse analysis of steel frames subjected to column failure;Ferraioli;Ing. Sismica.,2018

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