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D. A. Nethercot

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. Ho, H. C. / Xiao, M. / Hu, Y. F. / Guo, Y. B. / Chung, K. F. / Yam, M. C. H. / Nethercot, D. A. (2020): Determination of a full range constitutive model for high strength S690 steels. In: Journal of Constructional Steel Research, v. 174 (November 2020).

    https://doi.org/10.1016/j.jcsr.2020.106275

  2. Walport, F. / Gardner, L. / Nethercot, D. A. (2020): Equivalent bow imperfections for use in design by second order inelastic analysis. In: Structures, v. 26 (August 2020).

    https://doi.org/10.1016/j.istruc.2020.03.065

  3. Nethercot, D. A. / Gardner, L. (2005): The EC3 approach to the design of columns, beams and beam-columns. In: Steel and Composite Structures, v. 5, n. 2-3 (April 2005).

    https://doi.org/10.12989/scs.2005.5.2_3.127

  4. Lim, J. B. P. / Nethercot, D. A. (2002): F. E.-assisted design of the eaves bracket of a cold-formed steel portal frame. In: Steel and Composite Structures, v. 2, n. 6 (December 2002).

    https://doi.org/10.12989/scs.2002.2.6.411

  5. 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

  6. 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

  7. Kerdal, D. / Nethercot, D. A. (1984): Failure modes for castellated beams. In: Journal of Constructional Steel Research, v. 4, n. 4 (January 1984).

    https://doi.org/10.1016/0143-974x(84)90004-x

  8. Nethercot, D. A. (1984): How can those involved in constructional steel research keep up-to-date with developments?. In: Journal of Constructional Steel Research, v. 4, n. 3 (January 1984).

    https://doi.org/10.1016/0143-974x(84)90027-0

  9. 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

  10. Nethercot, D. A. / Chen, W. F. (1988): Effects of connections on columns. In: Journal of Constructional Steel Research, v. 10 (January 1988).

    https://doi.org/10.1016/0143-974x(88)90031-4

  11. 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

  12. Li, T. Q. / Choo, B. S. / Nethercot, D. A. (1995): Determination of rotation capacity requirements for steel and composite beams. In: Journal of Constructional Steel Research, v. 32, n. 3 (January 1995).

    https://doi.org/10.1016/0143-974x(95)93900-o

  13. Li, T. Q. / Moore, D. B. / Nethercot, D. A. / Choo, B. S. (1996): The experimental behaviour of a full-scale, semi-rigidly connected composite frame: Overall considerations. In: Journal of Constructional Steel Research, v. 39, n. 3 (September 1996).

    https://doi.org/10.1016/s0143-974x(96)00040-5

  14. Li, T. Q. / Moore, D. B. / Nethercot, D. A. / Choo, B. S. (1996): The experimental behaviour of a full-scale, semi-rigidly connected composite frame: Detailed appraisal. In: Journal of Constructional Steel Research, v. 39, n. 3 (September 1996).

    https://doi.org/10.1016/s0143-974x(96)00041-7

  15. Ahmed, B. / Nethercot, D. A. (1996): Effect of high shear on the moment capacity of composite cruciform endplate connections. In: Journal of Constructional Steel Research, v. 40, n. 2 (November 1996).

    https://doi.org/10.1016/s0143-974x(96)00045-4

  16. Saidani, M. / Nethercot, D. A. (1998): Detailed design models and connections. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998).

    https://doi.org/10.1016/s0143-974x(98)80027-8

  17. Nethercot, D. A. (2000): Frame structures: global performance, static and stability behaviour. In: Journal of Constructional Steel Research, v. 55, n. 1-3 (July 2000).

    https://doi.org/10.1016/s0143-974x(99)00080-2

  18. van Keulen, D. C. / Nethercot, D. A. / Snijder, H. H. / Bakker, M. C. M. (2003): Frame analysis incorporating semi-rigid joint action: Applicability of the half initial Secant stiffness approach. In: Journal of Constructional Steel Research, v. 59, n. 9 (September 2003).

    https://doi.org/10.1016/s0143-974x(03)00031-2

  19. Gardner, L. / Nethercot, D. A. (2004): Experiments on stainless steel hollow sections—Part 1: Material and cross-sectional behaviour. In: Journal of Constructional Steel Research, v. 60, n. 9 (September 2004).

    https://doi.org/10.1016/j.jcsr.2003.11.006

  20. Gardner, L. / Nethercot, D. A. (2004): Experiments on stainless steel hollow sections—Part 2: Member behaviour of columns and beams. In: Journal of Constructional Steel Research, v. 60, n. 9 (September 2004).

    https://doi.org/10.1016/j.jcsr.2003.11.007

  21. Queiroz, F. D. / Vellasco, P. C. G. S. / Nethercot, D. A. (2007): Finite element modelling of composite beams with full and partial shear connection. In: Journal of Constructional Steel Research, v. 63, n. 4 (April 2007).

    https://doi.org/10.1016/j.jcsr.2006.06.003

  22. Del Savio, A. A. / Nethercot, D. A. / Vellasco, P. C. G. S. / Andrade, S. A. L. / Martha, L. F. (2009): Generalised component-based model for beam-to-column connections including axial versus moment interaction. In: Journal of Constructional Steel Research, v. 65, n. 8-9 (August 2009).

    https://doi.org/10.1016/j.jcsr.2009.02.011

  23. Walport, F. / Gardner, L. / Real, E. / Arrayago, I. / Nethercot, D. A. (2019): Effects of material nonlinearity on the global analysis and stability of stainless steel frames. In: Journal of Constructional Steel Research, v. 152 (January 2019).

    https://doi.org/10.1016/j.jcsr.2018.04.019

  24. Nethercot, D. A. (1972): Factors Affecting the Buckling Stability of Partially Plastic Beams. In: Proceedings of the Institution of Civil Engineers, v. 53, n. 2 (September 1972).

    https://doi.org/10.1680/iicep.1972.5415

  25. 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

  26. 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

  27. Byfield, M. P. / Nethercot, D. A. (2001): Eurocodes—failing to standardise safety. In: Proceedings of the Institution of Civil Engineers - Civil Engineering, v. 144, n. 4 (November 2001).

    https://doi.org/10.1680/cien.2001.144.4.186

  28. Lam, D. / Elliott, K. S. / Nethercot, D. A. (2000): Experiments on composite steel beams with precast concrete hollow core floor slabs. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 140, n. 2 (May 2000).

    https://doi.org/10.1680/stbu.2000.140.2.127

  29. Lam, D. / Elliott, K. S. / Nethercot, D. A. (2000): Designing composite steel beams with precast concrete hollow-core slabs. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 140, n. 2 (May 2000).

    https://doi.org/10.1680/stbu.2000.140.2.139

  30. Ahmed, B. / Nethercot, D. A. (1998): Effect of column axial load on composite connection behaviour. In: Engineering Structures, v. 20, n. 1-2 (January 1998).

    https://doi.org/10.1016/s0141-0296(97)00050-3

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