1[1]Jkruppa.Rencent developments in fire design[J].Prog Struct Engng Mater,2000(2):6-15.
2[2]Plank R J.The performance of composite-steel-framed building structure in fire[J].Prog Struct Engng Mater,2000(2):179-186.
3[3]Gabriel Alexander Khoury.Effect of fire on concrete and concrete structures[J].Prog Struct Engng Mater,2000(2):429-447.
4[4]Lawson R M.Fire engineering design of steel and composite buildings[J].Journal of Constructional Steel Research,2001(57):1233-1247.
5[5]Phan L T,Carino N J.Review of mechanical properties of HSC at elevated temperature[J].Journal of Materials in Civil Engineering,1998(2):59-64.
6[8]International Standard ISO 834,Fire-Rsistance Tests-Elements of Bilding Cnstruction[S].1975.
7[9]B-85-191,Report conceming on an investigation into the behavior of a cocrete slab protected by a coating of PROMATECT-H Plates of 25mm in thickness upon heating according to a curve prescribed by the "Rijks water staat" in the Netherlands[S].1985.
8[10]Eurocode 1,Basis of Design and Actions on Structures:Actions on Structures Exposed to Fire[S].ECA,1993.
9[11]Ztv-Tunnel.Zustzliche technische vertragsbedingungen und richtlinien für den Bau von Straβunneln[M].Teil1,Geschlossene Bauweise (Spritsbetonbauweise),1995.
10[12]EUREKA-PROJECT EU 499,Fires in Transport Tunnels Report on Full-caled Tests[S].Studiengesellschaft Stahlanwendung e.V.,1995.
