Partially encased section: strength and stiffness under fire conditions

Fire resistance of partially encased sections (HEB and IPE) depends on the temperature evolution during fire exposure. Eurocode 4, part 1.2 [1], proposes the assessment of the cross section using the method of the four components under fire (flanges, web, concrete and reinforcement). This study aims...

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Bibliographic Details
Main Author: Piloto, P.A.G. (author)
Other Authors: Almeida, David (author), Ramos Gavilán, Ana Belén (author), Mesquita, L.M.R. (author)
Format: conferenceObject
Language:eng
Published: 2018
Subjects:
Partially encased sections
Fire resistance
Simplified calculation methods
Advanced calculation methods
Online Access:http://hdl.handle.net/10198/16749
Country:Portugal
Oai:oai:bibliotecadigital.ipb.pt:10198/16749

Internet

http://hdl.handle.net/10198/16749

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