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Prediction to nonlinear behavior of steel frames subjected to fire

Recurso electrónico / electronic resource
Registro MARC
Tag12Valor
LDR  00000cab a2200000 i 4500
001  MAP20071500503
003  MAP
005  20110718105939.0
007  hzrazu---bucu
008  990902e19990601gbr|||| | |00010|eng d
040  ‎$a‎MAP‎$b‎spa‎$d‎MAP
084  ‎$a‎813.1
1001 ‎$0‎MAPA20080075798‎$a‎Li, Guo-Qiang
24510‎$a‎Prediction to nonlinear behavior of steel frames subjected to fire‎$c‎Guo-Qiang Li, Shou-Chao Jiang
5208 ‎$a‎A new approach is presented for analysis of nonlinear behavior of steel frames subjected to fire. The material and geometrical nonlinearity as well as the non-uniform profile of temperature across section of frame members are taken into account. Thermal forces induced by temperature variation are also considered. The elasto-plastic stiffness equation of elements is established by using the generalized Clough model. The analysis of structures subjected to fire is converted to analysis of structures subjected to unbalanced forces induced by temperature increment. Then a procedure to calculate the nonlinear response and ultimate load of steel frames exposed to fire is proposed
650 1‎$0‎MAPA20080617424‎$a‎Investigación sobre fuego
650 1‎$0‎MAPA20080635374‎$a‎Comportamiento de los materiales frente al fuego
650 1‎$0‎MAPA20080596507‎$a‎Estructuras de acero
650 1‎$0‎MAPA20080601485‎$a‎Estructuras metálicas
650 1‎$0‎MAPA20080598747‎$a‎Resistencia al fuego
650 1‎$0‎MAPA20080562410‎$a‎Experimentos
7001 ‎$0‎MAPA20080167325‎$a‎Jiang, Shou-Chao
7102 ‎$0‎MAPA20080470104‎$a‎International Association for Fire Safety Science
7730 ‎$d‎Oxford : Elsevier Science‎$g‎Vol. 32, nº 4 June 1999 ; p. 347-368‎$t‎Fire Safety Journal : the official journal of the International Association for Fire Safety Science