Articles | Volume 23, issue 11
https://doi.org/10.5194/nhess-23-3509-2023
https://doi.org/10.5194/nhess-23-3509-2023
Research article
 | 
20 Nov 2023
Research article |  | 20 Nov 2023

Back analysis of a building collapse under snow and rain loads in a Mediterranean area

Isabelle Ousset, Guillaume Evin, Damien Raynaud, and Thierry Faug

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Cited articles

AFNOR: NF EN 1991-1-3/NA: Eurocode 1: Actions sur les structures – Partie 1–3: Actions générales – charges de neige. Annexe nationale à la NF EN 1991-1-3, Association Francaise de Normalisation (AFNOR), 2007. a
Altunişik, A., Ateş, S., and Hüsem, M.: Lateral buckling failure of steel cantilever roof of a tribune due to snow loads, Eng. Fail. Anal., 72, 67–78, https://doi.org/10.1016/j.engfailanal.2016.12.010, 2017. a, b
ASCE: Minimum Design Loads for Buildings and Other Structures – ASCE/SEI 7–10, Tech. rep., https://doi.org/10.1061/9780784412916, 2013. a
Biegus, A. and Kowal, A.: Collapse of halls made from cold-formed steel sheets, Eng. Fail. Anal., 31, 189–194, https://doi.org/10.1016/j.engfailanal.2012.12.009, 2013. a, b
Biegus, A. and Rykaluk, K.: Collapse of Katowice Fair Building, Eng. Fail. Anal., 16, 1643–1654, https://doi.org/10.1016/j.engfailanal.2008.11.008, 2009. a, b
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Short summary
This paper deals with an exceptional snow and rain event in a Mediterranean region of France which is usually not prone to heavy snowfall and its consequences on a particular building that collapsed completely. Independent analyses of the meteorological episode are carried out, and the response of the building to different snow and rain loads is confronted to identify the main critical factors that led to the collapse.
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