6G M Newman,J T Robinson,C G Bailey.Fire safe design:a new approach to multi-storey steel-framed buildings[R].UK:The Steel Construction Institute,2000.
3[1]Bailey C. G. ,Burgess I.W. ,and Plank R.J. (1996),Analysis of the Effects of Cooling and Fire Spread on Steel - concrete framed buildings, Fire Safety Journal, Elsevier Science, Vol. 26, pp. 273 - 293.
4[2]Bailey C. G. , Lennon T. and Moore D. B. (1999), the Behavior of Full- scale Steel- framed Building subjected to Compartment Fires, Journal of the Structural Engineer, Vol. 77, No. 8, pp. 15 21.
5[3]Bennetts I. D., Proe D. J., Lewins R. R. and Thomas I. R. (1985),Open deck Car- park fire tests,BHP Melbourne Research Laboratories,Report MRL/PS69/85/001 ,Australia.
6[4]BSI (1990a), BS5950: Part 1, structure Use of steelworks in Building, Code of Practice for Design in Simple and Continuous Construction: Hot Rolled Sections, British Standards Institution, London, UK.
7[5]BSI (1990b),BS5950: Part 1,structure Use of steelworks in Building, Code of Practice for Design in Simple and Continuous Construction: Hot Rolled Sections,British Standards Institution, London, UK.
8[6]Chan S L and Chan B. H. M (2001 ), Refined plastic hinge analy sis of frames under fire, Int. J. of structural and composite struc tures,Techno- Press, 1 (1), 111 130.
9[7]El - Tawil, S and Deierlein G. G( 2001 ) Nonlinear Analysis of steel - concrete frames I: Element Formation, Journal of Structural Engineering, ASCE, 127(6), 647 - 655.
10[8]ECCS(1993), Fire safety in open car parks, Modern Fire Engineering,Technical Committee 3, European Convention for Con- structional Steelwork, Brussels, Belgium.
2Kirby B R,Preston P R.High temperature properties of hot-rolled structural steels for use in fire engineering de-sign studies [J].Fire Safety Journal,1988,13:17-37.
3European Committee for Standardization,ENV 1993-1-2,Eurocode 3,Design of steel structures,Part 1.2:Struc-tural fire design [S].1993.
4El-Rimawi J A,Burgess I W,Plank R J.The treatment of strain reversal in structural members during the cooling phase of a fire [J].Journal of Constructional Steel Re-search,1996,37(2):115-135.