Methods of improving survivability of steel beam/column connections in fire
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[1] Takeo Ave,et al. Tests of Fire-Resistant Bolts and Joints , 1993 .
[2] T.C.H. Liu. Fire resistance of unprotected steel beams with moment connections , 1999 .
[3] Yong Wang,et al. Methods of improving the survival temperature in fire of steel beam connected to CFT column using reverse channel connection , 2012 .
[4] Yong Wang,et al. A numerical study of large deflection behaviour of restrained steel beams at elevated temperatures , 2004 .
[5] Yong Wang,et al. The behaviour of steel frames subject to fire , 1995 .
[6] Yong Wang,et al. Feasibility of utilising catenary action to eliminate fire protection to steel beams , 2005 .
[7] Ying Hu. Robustness of flexible endplate connections under fire conditions , 2010 .
[8] Wei Sha,et al. A comparison of the mechanical properties of fire-resistant and S275 structural steels , 1999 .
[9] Jean-Marc Franssen,et al. Behaviour of Grade 8.8 bolts under natural fire conditions—Tests and model , 2011 .
[10] Yong Wang,et al. Analysis of catenary action in steel beams using a simplified hand calculation method, Part 1: theory and validation for uniform temperature distribution , 2005 .
[11] Yong Wang,et al. Analysis of catenary action in steel beams using a simplified hand calculation method, Part 2: validation for non-uniform temperature distribution , 2005 .
[12] Yong Wang,et al. An experimental study of relative structural fire behaviour and robustness of different types of steel joint in restrained steel frames , 2011 .
[13] Yong Wang,et al. Efficient modelling of large deflection behaviour of restrained steel structures with realistic endplate beam/column connections in fire , 2012 .
[14] Yong Wang,et al. Numerical modelling of structural fire behaviour of restrained steel beam-column assemblies using typical joint types , 2010 .