2Chan Y N,Luo X,Sun W. Comapressive strength and pore structure of high-performance concrete after exposure to high temperature up to 800℃ [ J ], Cement and Concrete Research, 2000,30:247 - 251,.
3Lin T D, Cbam Sam. Concrete fire test programs in Taiwan[A]. International Workshop on Fire Performance of High-strength Concrete, NIST Special Publication 919 [ C ]. Gaithersbury: National Institute of Standards and Technology, 1997.55 - 58.
4Zhang B,Bicanic N,Pearce C J,et al. Residual fracture properties of normal-and high-strength concrete subject to elevated temperatures[J].Magazine of Concrete Research,2000,52(2) : 123 - 135.
5Castillo Carlos,Durrani A J. Effect of transient high temperature on high-strength concrete[J]. ACI Materials Journal, 1990,87(1):47- 53.
6Lin Weiming,Aci Materials J,1996年,199页
7GBJ45 82 高层民用建筑设计防火规范
8SANJAYAN G,STOCKS L J.Spalling of high strength silica fume concrete in fire [J].ACI Materials Journal,1993,90(2):170—1 73.
9HERTZ K D.Limits of spalling of fire exposed concrete[J].Fire Safety Journal,2003,(38):103—1 16.
10CHAN Y N,PENG G F,ANSON M.Fire behavior of high performance concrete made with silica fume at various moisture contents [J].ACI Materials 10urnal.1 999.97(3)1 405—409.