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M. P. Byfield

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. Crawford, R. J. / Byfield, M. P. (2002): A numerical model for predicting the bending strength of Larssen steel sheet piles. In: Journal of Constructional Steel Research, v. 58, n. 10 (October 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. In: Journal of Constructional Steel Research, v. 61, n. 2 (February 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. In: Journal of Constructional Steel Research, v. 60, n. 3-5 (March 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. In: Journal of Constructional Steel Research, v. 60, n. 9 (September 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. In: Journal of Constructional Steel Research, v. 60, n. 9 (September 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. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 128, n. 2 (May 1998).

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

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

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

  8. 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

  9. Nethercot, D. A. / Byfield, M. P. (1997): Calibration of Design Procedures for Steel Plate Girders. In: Advances in Structural Engineering, v. 1, n. 2 (April 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. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 161, n. 1 (February 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. In: Engineering Structures, v. 19, n. 9 (September 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. In: Engineering Structures, v. 55 (October 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. In: Journal of Structural Engineering (ASCE), v. 140, n. 1 (January 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. In: Journal of Performance of Constructed Facilities (ASCE), v. 24, n. 6 (December 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. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 156, n. 3 (August 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. In: Journal of Structural Engineering (ASCE), v. 143, n. 6 (June 2017).

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

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