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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Shepherd, P. G. / Burgess, I. W. (2011): On the buckling of axially restrained steel columns in fire. Dans: Engineering Structures, v. 33, n. 10 (octobre 2011).

    https://doi.org/10.1016/j.engstruct.2011.06.007

  2. Najjar, S. R. / Burgess, I. W. (1996): A nonlinear analysis for three-dimensional steel frames in fire conditions. Dans: Engineering Structures, v. 18, n. 1 (janvier 1996).

    https://doi.org/10.1016/0141-0296(95)00101-5

  3. Burgess, I. W. / El-Rimawi, J. A. / Plank, R. J. (1988): A secant stiffness approach to the fire analysis of steel beams. Dans: Journal of Constructional Steel Research, v. 11, n. 2 (janvier 1988).

    https://doi.org/10.1016/0143-974x(88)90046-6

  4. Burgess, I. W. / El-Rimawi, J. A. / Plank, R. J. (1990): Analysis of beams with non-uniform temperature profile due to fire exposure. Dans: Journal of Constructional Steel Research, v. 16, n. 3 (janvier 1990).

    https://doi.org/10.1016/0143-974x(90)90008-5

  5. Burgess, I. W. / Najjar, S. R. (1994): A simple approach to the behaviour of steel columns in fire. Dans: Journal of Constructional Steel Research, v. 31, n. 1 (janvier 1994).

    https://doi.org/10.1016/0143-974x(94)90027-2

  6. El-Rimawi, J. A. / Burgess, I. W. / Plank, R. J. (1995): The analysis of semi-rigid frames in fire—a secant approach. Dans: Journal of Constructional Steel Research, v. 33, n. 1-2 (janvier 1995).

    https://doi.org/10.1016/0143-974x(94)00018-d

  7. Bailey, C. G. / Burgess, I. W. / Plank, R. J. (1996): The lateral-torsional buckling of unrestrained steel beams in fire. Dans: Journal of Constructional Steel Research, v. 36, n. 2 (janvier 1996).

    https://doi.org/10.1016/0143-974x(95)00014-m

  8. El-Rimawi, J. A. / Burgess, I. W. / Plank, R. J. (1997): The influence of connection stiffness on the behaviour of steel beams in fire. Dans: Journal of Constructional Steel Research, v. 43, n. 1-3 (juillet 1997).

    https://doi.org/10.1016/s0143-974x(97)00047-3

  9. Dissanayake, U. I. / Davison, J. B. / Burgess, I. W. (1998): Limit state behaviour of composite frames. Dans: Journal of Constructional Steel Research, v. 46, n. 1-3 (avril 1998).

    https://doi.org/10.1016/s0143-974x(98)00130-8

  10. Al-Jabri, K. S. / Lennon, T. / Burgess, I. W. / Plank, R. J. (1998): Behaviour of steel and composite beam-column connections in fire. Dans: Journal of Constructional Steel Research, v. 46, n. 1-3 (avril 1998).

    https://doi.org/10.1016/s0143-974x(98)00059-5

  11. Rose, P. S. / Bailey, C. G. / Burgess, I. W. / Plank, R. J. (1998): The influence of floor slabs on the structural performance of the cardington frame in fire. Dans: Journal of Constructional Steel Research, v. 46, n. 1-3 (avril 1998).

    https://doi.org/10.1016/s0143-974x(98)00131-x

  12. Allam, A. M. / Green, M. G. / Burgess, I. W. / Plank, R. J. (1998): Fire engineering design of steel-framed structures-integration of design and research. Dans: Journal of Constructional Steel Research, v. 46, n. 1-3 (avril 1998).

    https://doi.org/10.1016/s0143-974x(98)80033-3

  13. Dissanayake, U. I. / Davison, J. B. / Burgess, I. W. (1999): Composite beam behaviour in braced frames. Dans: Journal of Constructional Steel Research, v. 49, n. 3 (mars 1999).

    https://doi.org/10.1016/s0143-974x(98)00205-3

  14. Cai, J. / Burgess, I. W. / Plank, R. J. (2002): Modelling of asymmetric cross-section members for fire conditions. Dans: Journal of Constructional Steel Research, v. 58, n. 3 (mars 2002).

    https://doi.org/10.1016/s0143-974x(01)00052-9

  15. Al-Jabri, K. S. / Burgess, I. W. / Plank, R. J. (2004): Prediction of the degradation of connection characteristics at elevated temperature. Dans: Journal of Constructional Steel Research, v. 60, n. 3-5 (mars 2004).

    https://doi.org/10.1016/s0143-974x(03)00142-1

  16. Al-Jabri, K. S. / Burgess, I. W. / Lennon, T. / Plank, R. J. (2005): Moment–rotation–temperature curves for semi-rigid joints. Dans: Journal of Constructional Steel Research, v. 61, n. 3 (mars 2005).

    https://doi.org/10.1016/j.jcsr.2004.09.001

  17. Spyrou, S. / Davison, J. B. / Burgess, I. W. / Plank, R. J. (2004): Experimental and analytical investigation of the 'compression zone' component within a steel joint at elevated temperatures. Dans: Journal of Constructional Steel Research, v. 60, n. 6 (juin 2004).

    https://doi.org/10.1016/j.jcsr.2003.10.005

  18. Spyrou, S. / Davison, J. B. / Burgess, I. W. / Plank, R. J. (2004): Experimental and analytical investigation of the 'tension zone' components within a steel joint at elevated temperatures. Dans: Journal of Constructional Steel Research, v. 60, n. 6 (juin 2004).

    https://doi.org/10.1016/j.jcsr.2003.10.006

  19. Yu, Hongxia / Burgess, I. W. / Davison, J. B. / Plank, R. J. (2009): Experimental investigation of the behaviour of fin plate connections in fire. Dans: Journal of Constructional Steel Research, v. 65, n. 3 (mars 2009).

    https://doi.org/10.1016/j.jcsr.2008.02.015

  20. Yu, Hongxia / Burgess, I. W. / Davison, J. B. / Plank, R. J. (2008): Numerical simulation of bolted steel connections in fire using explicit dynamic analysis. Dans: Journal of Constructional Steel Research, v. 64, n. 5 (mai 2008).

    https://doi.org/10.1016/j.jcsr.2007.10.009

  21. Yu, Hongxia / Burgess, I. W. / Davison, J. B. / Plank, R. J. (2009): Development of a yield-line model for endplate connections in fire. Dans: Journal of Constructional Steel Research, v. 65, n. 6 (juin 2009).

    https://doi.org/10.1016/j.jcsr.2008.12.001

  22. Block, F. M. / Davison, J. B. / Burgess, I. W. / Plank, R. J. (2013): Deformation-reversal in component-based connection elements for analysis of steel frames in fire. Dans: Journal of Constructional Steel Research, v. 86 (juillet 2013).

    https://doi.org/10.1016/j.jcsr.2013.03.013

  23. Oven, V. A. / Burgess, I. W. / Plank, R. J. / Wali, A. A. Abdul (1997): An analytical model for the analysis of composite beams with partial interaction. Dans: Computers & Structures, v. 62, n. 3 (février 1997).

    https://doi.org/10.1016/s0045-7949(97)80001-2

  24. Foster, S. J. / Bailey, C. G. / Burgess, I. W. / Plank, R. J. (2004): Experimental behaviour of concrete floor slabs at large displacements. Dans: Engineering Structures, v. 26, n. 9 (juillet 2004).

    https://doi.org/10.1016/j.engstruct.2004.04.002

  25. Block, F. M. / Davison, J. B. / Burgess, I. W. / Plank, R. J. (2013): Principles of a component-based connection element for the analysis of steel frames in fire. Dans: Engineering Structures, v. 49 (avril 2013).

    https://doi.org/10.1016/j.engstruct.2012.07.025

  26. Dissanayake, U. I. / Burgess, I. W. / Davison, J. B. (2000): Modelling of plane composite frames in unpropped construction. Dans: Engineering Structures, v. 22, n. 4 (avril 2000).

    https://doi.org/10.1016/s0141-0296(98)00077-7

  27. Nguyen, T.-T. / Tan, K.-H. / Burgess, I. W. (2015): Behaviour of composite slab-beam systems at elevated temperatures: Experimental and numerical investigation. Dans: Engineering Structures, v. 82 (janvier 2015).

    https://doi.org/10.1016/j.engstruct.2014.10.044

  28. Qian, Z. H. / Tan, K. H. / Burgess, I. W. (2008): Behavior of Steel Beam-to-Column Joints at Elevated Temperature: Experimental Investigation. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 5 (mai 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:5(713)

  29. Leston Jones, L. C. / Burgess, I. W. / Lennon, T. / Plank, R. J. (1997): Elevated-temperature Moment-rotation Tests On Steelwork Connections. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 122, n. 4 (novembre 1997).

    https://doi.org/10.1680/istbu.1997.29830

  30. Yu, Hongxia / Burgess, I. W. / Davison, J. B. / Plank, R. J. (2011): Experimental and Numerical Investigations of the Behavior of Flush End Plate Connections at Elevated Temperatures. Dans: Journal of Structural Engineering (ASCE), v. 137, n. 1 (janvier 2011).

    https://doi.org/10.1061/(asce)st.1943-541x.0000277

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