Partially encased columns: strength and stiffness effect on the buckling resistance under fire

Partially encased columns are made of composite steel and concrete between flanges. The temperature field and time evolution in each material is required to determine the fire resistance. The annex G of the Eurocode 4 part 1- 2, presents a simplified calculation method, using the balanced summation...

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Bibliographic Details
Main Author: Piloto, P.A.G. (author)
Other Authors: Alfredo, Bruno F. (author), Rossetto, Diego R. (author)
Format: conferenceObject
Language:eng
Published: 2020
Subjects:
Fire
Eurocode 4
Balanced summation model
Partially encased columns
Numerical simulation
Online Access:http://hdl.handle.net/10198/21708
Country:Portugal
Oai:oai:bibliotecadigital.ipb.pt:10198/21708

Internet

http://hdl.handle.net/10198/21708

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