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Robustness of Steel Building Structures Following a Column Loss

 Robustness of Steel Building Structures Following a Column Loss
Author(s): , ,
Presented at IABSE Workshop: Safety, Failures and Robustness of Large Structures, Helsinki, Finland, 14-15 February 2013, published in , pp. 152-159
DOI: 10.2749/222137813807018953
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The present paper gives a global overview on recent developments performed at Liège University in the field of robustness of building structures for the specific scenario “loss of a column”. In par...
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Bibliographic Details

Author(s):


Medium: conference paper
Language(s): English
Conference: IABSE Workshop: Safety, Failures and Robustness of Large Structures, Helsinki, Finland, 14-15 February 2013
Published in:
Page(s): 152-159 Total no. of pages: 8
Page(s): 152-159
Total no. of pages: 8
Year: 2013
DOI: 10.2749/222137813807018953
Abstract:

The present paper gives a global overview on recent developments performed at Liège University in the field of robustness of building structures for the specific scenario “loss of a column”. In particular, the static non-linear response of a steel building structure following a column loss will be first presented and then, a global overview of some recent achievements and ongoing researches will be given with the global strategy aiming at deriving design requirements for practitioners.

Keywords:
robustness loss of a column non-linear response design requirements