Modelling punching shear failure at edge slab-column connections by means of nonlinear joint elements

Author:

Abu-Salma Deema,Vollum Robert L.ORCID,Macorini Lorenzo

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference32 articles.

1. Shell finite element analysis of RC plates supported on columns for punching shear and flexure;Polak;Eng Comps,2005

2. Capturing out-of-plane shear failures in the analysis of reinforced concrete shells;Hrynyk;J Struct Eng,2015

3. Compressive membrane action in progressive collapse resistance of RC flat plates;Keyvani;Eng Struct,2014

4. Resistance of flat-plate buildings against progressive collapse. Part I: Modeling of slab-column connections;Liu;J Struct Eng,2015

5. Resistance of flat-plate buildings against progressive collapse. Part II: system response;Liu;J Struct Eng,2015

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