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- W3100933997 endingPage "107262" @default.
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- W3100933997 abstract "This paper is a sequel to the authors’ articles which provided the test data on the progressive collapse of full-scale steel stiffened-plate structures without and with passive fire protection (PFP) under lateral patch loading in fires [1,2]. This paper presents new computational models for the analyses of heat transfer and fire-induced progressive collapse behaviour of steel stiffened plate structures without or with PFP. For this purpose, transient thermal elastic-plastic large-deformation finite element models were formulated. The developed computational models were validated by a comparison with the test data. The novelty of the paper is associated with a new procedure for the fire-induced progressive collapse analysis of steel stiffened-plate structures which is critical for a contribution to fire safety engineering of steel plated structures." @default.
- W3100933997 created "2020-11-23" @default.
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- W3100933997 date "2021-02-01" @default.
- W3100933997 modified "2023-10-02" @default.
- W3100933997 title "Finite element modeling for the progressive collapse analysis of steel stiffened-plate structures in fires" @default.
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- W3100933997 doi "https://doi.org/10.1016/j.tws.2020.107262" @default.
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