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D. A. Nethercot

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Walport, F. / Gardner, L. / Nethercot, D. A. (2021): Design of structural stainless steel members by second order inelastic analysis with CSM strain limits. In: Thin-Walled Structures, v. 159 (Februar 2021).

    https://doi.org/10.1016/j.tws.2020.107267

  2. Walport, F. / Chan, H. U. / Nethercot, D. A. / Gardner, L. (2023): Design of stainless steel structural systems by GMNIA with strain limits. In: Engineering Structures, v. 276 (Februar 2023).

    https://doi.org/10.1016/j.engstruct.2022.115339

  3. 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

  4. 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

  5. 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

  6. 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 (Dezember 2002).

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

  7. 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

  8. 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 (Januar 1982).

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

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

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

  10. 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 (Januar 1987).

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

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

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

  12. 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 (Januar 1991).

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

  13. 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 (Januar 1995).

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

  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. 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

  16. 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

  17. 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

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

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

  19. 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

  20. 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

  21. 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

  22. 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

  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 (Januar 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 (Juni 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 (Februar 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 (Mai 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 (Mai 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 (Januar 1998).

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

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