Composite beams in large buildings under fire : numerical modelling and structural behaviour
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| 001 | MAP20071501178 | ||
| 003 | MAP | ||
| 005 | 20080418122701.0 | ||
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| 008 | 001018e20001001gbr|||| | |00010|eng d | ||
| 040 | $aMAP$bspa | ||
| 084 | $a813.1 | ||
| 245 | 1 | 0 | $aComposite beams in large buildings under fire $b: numerical modelling and structural behaviour$cA. M. Sanad ... [et al.] |
| 520 | 8 | $aSome or the results of an investigation in which the structural action in a two-way slab and composite beam structure subjected to a compartment fire has been explored. The results show that thermal expansion dominates the response of highly redundant structures under local fires, and that local yielding and large deflections can be benefitial in reducing damage to the complete structure. | |
| 650 | 1 | $0MAPA20080620424$aSeguridad contra incendios | |
| 650 | 1 | $0MAPA20080606220$aExtinción de incendios | |
| 650 | 1 | 1 | $0MAPA20080613884$aEdificios de gran altura |
| 650 | 1 | $0MAPA20080540036$aVigas | |
| 650 | 1 | $0MAPA20080596507$aEstructuras de acero | |
| 650 | 1 | 1 | $0MAPA20080624002$aComportamiento de estructuras |
| 650 | 1 | 1 | $0MAPA20080635374$aComportamiento de los materiales frente al fuego |
| 650 | 1 | 1 | $0MAPA20080613433$aComportamiento del fuego |
| 650 | 1 | $0MAPA20080574581$aAnálisis térmico | |
| 650 | 1 | 1 | $0MAPA20080620783$aAceros a altas temperaturas |
| 700 | 1 | $0MAPA20080055646$aSanad, A. M. | |
| 710 | 2 | $0MAPA20080470104$aInternational Association for Fire Safety Science | |
| 773 | 0 | $dOxford : Elsevier Science$tFire Safety Journal : the official journal of the International Association for Fire Safety Science$gVol. 35 nº 3, October 2000 ; p. 165-188 |