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Publicité

M. P. Byfield

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. Crawford, R. J. / Byfield, M. P. (2002): A numerical model for predicting the bending strength of Larssen steel sheet piles. Dans: Journal of Constructional Steel Research, v. 58, n. 10 (octobre 2002).

    https://doi.org/10.1016/s0143-974x(02)00016-0

  2. Byfield, M. P. / Davies, J. M. / Dhanalakshmi, M. (2005): Calculation of the strain hardening behaviour of steel structures based on mill tests. Dans: Journal of Constructional Steel Research, v. 61, n. 2 (février 2005).

    https://doi.org/10.1016/j.jcsr.2004.08.001

  3. Byfield, M. P. / Mawer, R. W. (2004): Analysis of reduced modulus action in U-section steel sheet piles. Dans: Journal of Constructional Steel Research, v. 60, n. 3-5 (mars 2004).

    https://doi.org/10.1016/s0143-974x(03)00119-6

  4. Byfield, M. P. / Dhanalakshmi, M. / Couchman, G. H. (2004): Assessment of the use of composite connections with unpropped composite beams. Dans: Journal of Constructional Steel Research, v. 60, n. 9 (septembre 2004).

    https://doi.org/10.1016/j.jcsr.2003.12.005

  5. Byfield, M. P. / Dhanalakshmi, M. / Goyder, H. G. D. (2004): Modelling of unpropped semi-continuous composite beams. Dans: Journal of Constructional Steel Research, v. 60, n. 9 (septembre 2004).

    https://doi.org/10.1016/j.jcsr.2003.12.004

  6. Byfield, M. P. / Nethercot, D. A. (1998): An analysis of the true bending strength of steel beams. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 128, n. 2 (mai 1998).

    https://doi.org/10.1680/istbu.1998.30125

  7. Byfield, M. P. (2001): Graduate shortage: the key to civil engineering's future?. Dans: Proceedings of the Institution of Civil Engineers - Civil Engineering, v. 144, n. 4 (novembre 2001).

    https://doi.org/10.1680/cien.2001.144.4.161

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

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

  9. Nethercot, D. A. / Byfield, M. P. (1997): Calibration of Design Procedures for Steel Plate Girders. Dans: Advances in Structural Engineering, v. 1, n. 2 (avril 1997).

    https://doi.org/10.1177/136943329700100203

  10. Lawson, P. M. / Byfield, M. P. / Popo-Ola, S. O. / Grubb, P. J. (2008): Robustness of light steel frames and modular construction. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 161, n. 1 (février 2008).

    https://doi.org/10.1680/stbu.2008.161.1.3

  11. Byfield, M. P. / Nethercot, D. A. (1997): A new look at Eurocode 3. Dans: Engineering Structures, v. 19, n. 9 (septembre 1997).

    https://doi.org/10.1016/s0141-0296(96)00152-6

  12. Stoddart, E. P. / Byfield, M. P. / Davison, J. B. / Tyas, A. (2013): Strain rate dependent component based connection modelling for use in non-linear dynamic progressive collapse analysis. Dans: Engineering Structures, v. 55 (octobre 2013).

    https://doi.org/10.1016/j.engstruct.2012.05.042

  13. Stoddart, E. P. / Byfield, M. P. / Tyas, A. (2014): Blast Modeling of Steel Frames with Simple Connections. Dans: Journal of Structural Engineering (ASCE), v. 140, n. 1 (janvier 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000778

  14. Smith, P. P. / Byfield, M. P. / Goode, D. J. (2010): Building Robustness Research during World War II. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 24, n. 6 (décembre 2010).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000115

  15. Byfield, M. P. / Crawford, R. J. (2003): Oblique bending in U-shaped steel sheet piles. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 156, n. 3 (août 2003).

    https://doi.org/10.1680/stbu.2003.156.3.255

  16. Culache, G. / Byfield, M. P. / Ferguson, N. S. / Tyas, A. (2017): Robustness of Beam-to-Column End-Plate Moment Connections with Stainless Steel Bolts Subjected to High Rates of Loading. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 6 (juin 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001707

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