Restrained behaviour of beams in steel frames exposed to fire
The current design procedures prescribed by the codes for design of steel beams at elevated temperatures require that the ultimate flexural resistance of the beam should be checked against the applied loading. This approach does not take into account the redistribution of bending moment due to fire...
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| Format: | Others |
| Language: | English |
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Luleå tekniska universitet, Byggkonstruktion och -produktion
2013
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| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-18393 http://nbn-resolving.de/urn:isbn:978-91-7439-630-0 http://nbn-resolving.de/urn:isbn:978-91-7439-631-7 |