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P. A. Kirby

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Jones, S. W. / Kirby, P. A. / Nethercot, D. A. (1980): Effect of semi-rigid connections on steel column strength. In: Journal of Constructional Steel Research, v. 1, n. 1 (September 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. In: Journal of Constructional Steel Research, v. 2, n. 1 (January 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. In: Journal of Constructional Steel Research, v. 3, n. 2 (January 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. In: Journal of Constructional Steel Research, v. 8 (January 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. In: Journal of Constructional Steel Research, v. 8 (January 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. In: Journal of Constructional Steel Research, v. 19, n. 3 (January 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. In: Journal of Constructional Steel Research, v. 40, n. 1 (October 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. In: Journal of Constructional Steel Research, v. 50, n. 3 (June 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. In: Proceedings of the Institution of Civil Engineers, v. 83, n. 2 (June 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. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 99, n. 1 (February 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. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 99, n. 1 (February 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. In: Journal of Structural Engineering (ASCE), v. 123, n. 7 (July 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. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 116, n. 2 (May 1996).

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

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