Lessons from a full-scale fire test
暂无分享,去创建一个
[1] P. J. Dowling,et al. An integrated adaptive environment for fire and explosion analysis of steel frames — Part I:: analytical models , 2000 .
[2] Limin Song. Integrated analysis of steel buildings under fire and explosion , 1998 .
[3] Colin Bailey,et al. Computer modelling of the corner compartment fire test on the large-scale Cardington test frame , 1998 .
[4] K. F. Chung,et al. Composite column design to Eurocode 4 : based on DD ENV 1994-1-1: 1994 Eurocode 4: design of composite steel and concrete structures: part 1.1: general rules and rules for buildings , 1994 .
[5] Amr S. Elnashai,et al. Eulerian formulation for large-displacement analysis of space frames , 1993 .
[6] Amr S. Elnashai,et al. ADAPTIVE SPACE FRAME ANALYSIS. PART II: A DISTRIBUTED PLASTICITY APPROACH. , 1993 .
[7] A. Y. Elghazouli,et al. Response of idealised composite beam–slab systems under fire conditions , 2000 .
[8] Ian Burgess,et al. Computer simulation of a full-scale structural fire test , 1996 .
[9] B. Izzuddin,et al. Nonlinear dynamic analysis of framed structures , 1990 .
[10] Asif Usmani,et al. Structural performance of redundant structures under local fires , 1999 .
[11] Asif Usmani,et al. A structural analysis of the first Cardington test , 2001 .