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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 (February 2021).
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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 (February 2023).
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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).
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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).
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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).
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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).
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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).
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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).
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Kerdal, D. / Nethercot, D. A. (1984): Failure modes for castellated beams. In: Journal of Constructional Steel Research, v. 4, n. 4 (January 1984).
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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).
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Nethercot, D. A. / Chen, W. F. (1988): Effects of connections on columns. In: Journal of Constructional Steel Research, v. 10 (January 1988).
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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).
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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).
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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).
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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).
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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).
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Saidani, M. / Nethercot, D. A. (1998): Detailed design models and connections. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998).
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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).
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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).
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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).
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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).
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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).
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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).
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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).
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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).
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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).
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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).
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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).
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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).
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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).
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