Please use this identifier to cite or link to this item:
https://hdl.handle.net/10316/3955
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Gomes, Fernando C. T. | - |
dc.contributor.author | Costa, Paulo M. Providência e | - |
dc.contributor.author | Rodrigues, João Paulo C. | - |
dc.contributor.author | Neves, Ildefonso C. | - |
dc.date.accessioned | 2008-09-01T09:46:28Z | - |
dc.date.available | 2008-09-01T09:46:28Z | - |
dc.date.issued | 2007 | en_US |
dc.identifier.citation | Engineering Structures. 29:10 (2007) 2497-2502 | en_US |
dc.identifier.uri | https://hdl.handle.net/10316/3955 | - |
dc.description.abstract | The Eurocode 3 part 1-2 gives some simple rules to determine the buckling length lfi of a steel column for fire design. In the case of a braced frame in which each storey comprises a separate fire compartment with sufficient fire resistance, Eurocode 3 suggests that the buckling length may be taken as lfi=0.5L in an intermediate storey and as lfi=0.7L in the top storey, where L is the system length in the relevant storey. | en_US |
dc.description.uri | http://www.sciencedirect.com/science/article/B6V2Y-4MYMP09-1/1/a7f3181ad12d91b9f77b14c13ecb4494 | en_US |
dc.format.mimetype | aplication/PDF | en |
dc.language.iso | eng | eng |
dc.rights | openAccess | eng |
dc.subject | Buckling | en_US |
dc.title | Buckling length of a steel column for fire design | en_US |
dc.type | article | en_US |
dc.identifier.doi | 10.1016/j.engstruct.2006.11.015 | - |
item.fulltext | Com Texto completo | - |
item.grantfulltext | open | - |
item.languageiso639-1 | en | - |
item.cerifentitytype | Publications | - |
item.openairetype | article | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
crisitem.author.researchunit | ISISE - Institute for Sustainability and Innovation in Structural Engineering | - |
crisitem.author.orcid | 0000-0002-8195-1929 | - |
crisitem.author.orcid | 0000-0002-6865-7995 | - |
Appears in Collections: | FCTUC Eng.Civil - Artigos em Revistas Internacionais |
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filea6327c36c0474a9db5ada5969a3a9c01.pdf | 880.66 kB | Adobe PDF | View/Open |
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