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P. A. Kirby

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. Jones, S. W. / Kirby, P. A. / Nethercot, D. A. (1980): Effect of semi-rigid connections on steel column strength. Dans: Journal of Constructional Steel Research, v. 1, n. 1 (septembre 1980).

    https://doi.org/10.1016/0143-974x(80)90007-3

  2. Jones, S. W. / Kirby, P. A. / Nethercot, D. A. (1982): Effects of semi-rigid connections on steel column strength. Dans: Journal of Constructional Steel Research, v. 2, n. 1 (janvier 1982).

    https://doi.org/10.1016/0143-974x(82)90010-4

  3. Jones, S. W. / Kirby, P. A. / Nethercot, D. A. (1983): The analysis of frames with semi-rigid connections — A state-of-the-art report. Dans: Journal of Constructional Steel Research, v. 3, n. 2 (janvier 1983).

    https://doi.org/10.1016/0143-974x(83)90017-2

  4. Davison, J. B. / Kirby, P. A. / Nethercot, D. A. (1987): Rotational stiffness characteristics of steel beam-to-column connections. Dans: Journal of Constructional Steel Research, v. 8 (janvier 1987).

    https://doi.org/10.1016/0143-974x(87)90052-6

  5. Davison, J. B. / Kirby, P. A. / Nethercot, D. A. (1987): Effect of lack of fit on connection restraint. Dans: Journal of Constructional Steel Research, v. 8 (janvier 1987).

    https://doi.org/10.1016/0143-974x(87)90053-8

  6. Gibbons, C. / Kirby, P. A. / Nethercot, D. A. (1991): Experimental behaviour of 3-D column subassemblages with semi-rigid joints. Dans: Journal of Constructional Steel Research, v. 19, n. 3 (janvier 1991).

    https://doi.org/10.1016/0143-974x(91)90047-5

  7. Ahmed, I. / Kirby, P. A. (1996): Maximum connection rotations in non-sway semi-rigid frames. Dans: Journal of Constructional Steel Research, v. 40, n. 1 (octobre 1996).

    https://doi.org/10.1016/s0143-974x(96)00039-9

  8. Lau, S. M. / Kirby, P. A. / Davison, J. B. (1999): Semi-rigid design of partially restrained columns in non-sway steel frames. Dans: Journal of Constructional Steel Research, v. 50, n. 3 (juin 1999).

    https://doi.org/10.1016/s0143-974x(98)00253-3

  9. Jones, S. W. / Kirby, P. A. / Nethercot, D. A. (1987): The Effects of Imperfections on the Strength of Columns with Semi-Rigid End Restraint. Dans: Proceedings of the Institution of Civil Engineers, v. 83, n. 2 (juin 1987).

    https://doi.org/10.1680/iicep.1987.286

  10. Gibbons, C. / Kirby, P. A. / Nethercot, D. A. (1993): Experimental behaviour of partially restrained steel columns. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 99, n. 1 (février 1993).

    https://doi.org/10.1680/istbu.1993.22507

  11. Gibbons, C. / Nethercot, D. A. / Kirby, P. A. / Wang, Y. C. (1993): An appraisal of partially restrained column behaviour in non-sway steel frames. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 99, n. 1 (février 1993).

    https://doi.org/10.1680/istbu.1993.22506

  12. Lau, S. M. / Kirby, P. A. / Davison, J. B. (1997): Appraisal of Partially Restrained Steel Columns in Nonsway Frames. Dans: Journal of Structural Engineering (ASCE), v. 123, n. 7 (juillet 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:7(871)

  13. Gibbons, C. / Kirby, P. A. / Nethercot, D. A. (1996): Calculation Of Serviceability Deflections For Non-sway Frames With Semi-rigid Connections. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 116, n. 2 (mai 1996).

    https://doi.org/10.1680/istbu.1996.28286

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