Complete analytical procedure to assess the response of a frame submitted to a column loss-Reference-Cited by-同舟云学术

Complete analytical procedure to assess the response of a frame submitted to a column loss

Published:2015-03 Issue: Volume:86 Page:33-42
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Huvelle Clara,Hoang Van-Long,Jaspart Jean-Pierre,Demonceau Jean-François

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. Robustness of steel and composite buildings suffering the dynamic loss of a column;Comeliau;Struct Eng Int J,2012

2. Robustness of building structures – recent developments and adopted strategy;Demonceau;Steel Constr Des Res,2011

3. Demonceau J-F, Jaspart J-P. Experimental test simulation a column loss in a composite frame. In: Advanced steel construction, vol. 6, Fascicule 3; 2010. p. 891–913.

4. Demonceau J-F. Steel and composite building frames: sway response under conventional loading and development of membrane effects in beams further to an exceptional action. PhD thesis, University of Liege; 2008. Freely downloadable at: .

5. Analytical assessment of steel frames progressive collapse vulnerability to corner column loss;Gerasimidis;J Constr Steel Res,2014

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