Please use this identifier to cite or link to this item:
https://hdl.handle.net/10316/4011
Title: | Thermal restraint and fire resistance of columns | Authors: | Neves, I. Cabrita Valente, J. C. Rodrigues, J. P. Correia |
Issue Date: | 2002 | Citation: | Fire Safety Journal. 37:8 (2002) 753-771 | Abstract: | A proposal is made, based on the results of a series of tests and calculations, with the aim of being used as a simple method to correct the value of the critical temperature of steel columns free to elongate, in order to take into account the restraint effect of the structure to which they belong in a practical situation. To better illustrate the possible types of behaviour of heated steel columns with elastic restraint to the thermal elongation, and the reasons why the critical temperature of axially loaded slender steel columns with thermal restraint can sometimes be lower than the critical temperature of the same columns free to elongate, a simple model is presented and used in a qualitative analysis. | URI: | https://hdl.handle.net/10316/4011 | DOI: | 10.1016/S0379-7112(02)00029-2 | Rights: | openAccess |
Appears in Collections: | FCTUC Eng.Civil - Artigos em Revistas Internacionais |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
file2cfe94e3a32442768d8b4ef00b5fffc0.pdf | 230.45 kB | Adobe PDF | View/Open |
SCOPUSTM
Citations
43
checked on Sep 23, 2024
Page view(s)
269
checked on Oct 1, 2024
Download(s)
380
checked on Oct 1, 2024
Google ScholarTM
Check
Altmetric
Altmetric
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.