Please use this identifier to cite or link to this item:
https://hdl.handle.net/10316/3955| Title: | Buckling length of a steel column for fire design | Authors: | Gomes, Fernando C. T. Costa, Paulo M. Providência e Rodrigues, João Paulo C. Neves, Ildefonso C. |
Keywords: | Buckling | Issue Date: | 2007 | Citation: | Engineering Structures. 29:10 (2007) 2497-2502 | 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. | URI: | https://hdl.handle.net/10316/3955 | DOI: | 10.1016/j.engstruct.2006.11.015 | Rights: | openAccess |
| Appears in Collections: | FCTUC Eng.Civil - Artigos em Revistas Internacionais |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| filea6327c36c0474a9db5ada5969a3a9c01.pdf | 880.66 kB | Adobe PDF | View/Open |
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