1 |
Wang, Y.C. (1999), "The effects of structural continuity on the fire resistance of concrete filled columns in nonsway frames", J. Constr. Steel Res., 50(2), 177-197
DOI
ScienceOn
|
2 |
Wang, Y.C. and Davies, J.M. (2003a), “An experimental study of non-sway loaded and rotationally restrained steel column assemblies under fire conditions: analysis of test results and design calculations”, J. Constr. Steel
Res., 59(3), 291-313
DOI
ScienceOn
|
3 |
Wang, Y.C. and Davies, J.M. (2003b), "An experimental study of the fire performance of non-sway loaded concrete-filled steel tubular column assemblies with extended end plate connections", J. Constr. Steel Res., 59(7), 819-838
DOI
ScienceOn
|
4 |
Wang, Y.C. and Davies, J.M. (2003c), "Fire tests of non-sway loaded and rotationally restrained steel column assemblies", J. Constr. Steel Res., 59(3), 359-383
DOI
ScienceOn
|
5 |
Ali, F. and O'Connor, D. (2001), "Structural performance of rotationally restrained steel columns in fire", Fire Safety J., 36(7), 679-691
DOI
ScienceOn
|
6 |
Ali, F., Nadjai, A., Silcock, G. and Abu-Tair, A. (2004), "Outcomes of a major research on fire resistance of concrete columns", Fire Safety J., 39(6), 433-445
DOI
ScienceOn
|
7 |
Ali, F.A., Shepherd, P., Randall, M., Simms, I.W., O'Connor, D.J. and Burgess, I. (1998), "The effect of axial restraint on the fire resistance of steel columns", J. Constr. Steel Res., 46(1-3), 305-306
DOI
ScienceOn
|
8 |
Benmarce, A. and Guenfoud, M. (2005), "Behaviour of axially restrained high strength concrete columns under fire", Construction and Building Materials, V. In Press, Corrected Proof, No. pp. 476
DOI
|
9 |
Cabrita Neves, I. (1995), "The critical temperature of steel columns with restrained thermal elongation", Fire Safety J., 24(3), 211-227
DOI
ScienceOn
|
10 |
Cabrita Neves, I., Valente, J.C. and Correia Rodrigues, J.P. (2002), "Thermal restraint and fire resistance of columns", Fire Safety J., 37(8), 753-771
DOI
ScienceOn
|
11 |
Huang, Z.F., Tan, K.H. and Ting, S.K. (2006), "Heating rate and boundary restraint effects on fire resistance of steel columns with creep", Eng. Struct., 28(6), 805-817
DOI
ScienceOn
|
12 |
Eurocode2 (2004), European Committee for Standardization (Cen), Design of Concrete Structures: Part 1.2. General Rules – Structural Fire Design. Bs En 1992-1-2., Brussels (United Kingdom)
|
13 |
Huang, Z.F. and Tan, K.H. (2004), "Effects of external bending moments and heating schemes on the responses of thermally restrained steel columns", Eng. Struct., 26(6), 769-780
DOI
ScienceOn
|
14 |
Huang, Z.F., Tan, K.H. and Phng, G.H. (2007), "Axial restraint effects on the fire resistance of composite columns encasing I-section steel", J. Constr. Steel Res., 63(4), 437-447
DOI
ScienceOn
|
15 |
Rodrigues, J.P.C., Cabrita Neves, I. and Valente, J.C. (2000), "Experimental research on the critical temperature of compressed steel elements with restrained thermal elongation", Fire Safety J., 35(2), 77-98
DOI
ScienceOn
|
16 |
Tan, K.H., Toh, W.S., Huang, Z.F. and Phng, G.H. (2007), "Structural responses of restrained steel columns at elevated temperatures. Part 1: Experiments", Eng. Struct., 29(8), 1641-1652
DOI
ScienceOn
|
17 |
Valente, J.C. and Neves, I.C. (1999), "Fire resistance of steel columns with elastically restrained axial elongation and bending", J. Constr. Steel Res., 52(3), 319-331
DOI
ScienceOn
|
18 |
Wang, Y.C. (1997), "Effects of structural continuity on fire resistant design of steel columns in non-sway multistorey frames", Fire Safety J., 28(2), 101-116
DOI
ScienceOn
|