A simplified model for nonlinear dynamic analysis of steel column subjected to impact

Author:

Heng Piseth,Hjiaj Mohammed,Battini Jean-Marc,Limam Ali

Funder

European Commission (Research Fund for Coal and Steel)

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials

Reference47 articles.

1. British Standards Institution, BS 5950: Structural Use of Steelwork in Buildings, Part 1: Code of Practice for Design – Rolled and Welded Sections, London, UK, 2001.

2. European Committee for Standardization, EN 1991-1-7:2006, Eurocode 1: Actions on Structures – Parts 1–7: General Actions – Accidental Actions, Brussels, Belgium, 2006.

3. Evaluation of progressive collapse alternate load path analyses in designing for blast resistance of steel columns;McConnell;Eng. Struct.,2011

4. Progressive collapse of multi-storey buildings due to sudden column loss. Part I;Izzuddin;Eng. Struct.,2008

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

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