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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. Whiteley, J. / Liew, A. / He, L. / Gilbert, M. (2023): Engineering design of optimized reinforced concrete floor grillages. Dans: Structures, v. 51 (mai 2023).

    https://doi.org/10.1016/j.istruc.2023.03.116

  2. Gilbert, M. / Nguyen, D. P. / Smith, C. C.: Computational limit analysis of soil-arch interaction in masonry arch bridges. Présenté pendant: ARCH’07 – 5th International Conference on Arch Bridges, Madeira, Portugal, 12-14 September 2007.
  3. Gilbert, M.: Limit analysis applied to masonry arch bridges: state-of-the-art and recent developments. Présenté pendant: ARCH’07 – 5th International Conference on Arch Bridges, Madeira, Portugal, 12-14 September 2007.
  4. Gilbert, M. / Smith, C. C. / Wang, J. / Melbourne, C.: Small and large-scale experimental studies of soil-arch interaction in masonry bridges. Présenté pendant: ARCH’07 – 5th International Conference on Arch Bridges, Madeira, Portugal, 12-14 September 2007.
  5. Dang, Qi / Gilbert, M. / Smith, C. C. (2019): Lower Bound Stress Fields in the Limit Analysis of Soil-Filled Masonry Arch Bridges. Présenté pendant: ARCH 2019, 9th International Conference on Arch Bridges, 2-4 October 2019, Porto, Portugal.

    https://doi.org/10.1007/978-3-030-29227-0_33

  6. Gilbert, M. / Casapulla, C. / Ahmed, H. M. (2006): Limit analysis of masonry block structures with non-associative frictional joints using linear programming. Dans: Computers & Structures, v. 84, n. 13-14 (mai 2006).

    https://doi.org/10.1016/j.compstruc.2006.02.005

  7. Le, C. V. / Askes, H. / Gilbert, M. (2013): A locking-free stabilized kinematic EFG model for plane strain limit analysis. Dans: Computers & Structures, v. 114 (janvier 2013).

    https://doi.org/10.1016/j.compstruc.2012.03.012

  8. Tyas, A. / Gilbert, M. / Pritchard, T. (2006): Practical plastic layout optimization of trusses incorporating stability considerations. Dans: Computers & Structures, v. 84, n. 3-4 (janvier 2006).

    https://doi.org/10.1016/j.compstruc.2005.09.032

  9. Portioli, F. / Casapulla, C. / Gilbert, M. / Cascini, L. (2014): Limit analysis of 3D masonry block structures with non-associative frictional joints using cone programming. Dans: Computers & Structures, v. 143 (septembre 2014).

    https://doi.org/10.1016/j.compstruc.2014.07.010

  10. Gilbert, M. (2010): Masonry arches, vaults and domes. Dans: Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, v. 163, n. 3 (septembre 2010).

    https://doi.org/10.1680/eacm.2010.163.3.123

  11. Gilbert, M. / Smith, C. C. / Pritchard, T. J. (2010): Masonry arch analysis using discontinuity layout optimisation. Dans: Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, v. 163, n. 3 (septembre 2010).

    https://doi.org/10.1680/eacm.2010.163.3.155

  12. Burnett, S. / Gilbert, M. / Molyneaux, T. / Tyas, A. / Hobbs, B. / Beattie, G. (2007): The response of masonry joints to dynamic tensile loading. Dans: Materials and Structures, v. 40, n. 5 (juin 2007).

    https://doi.org/10.1617/s11527-006-9160-6

  13. Hobbs, B. / Gilbert, M. / Molyneaux, T. / Newton, P. / Beattie, G. / Burnett, S. (2009): Improving the impact resistance of masonry parapet walls. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 162, n. 1 (février 2009).

    https://doi.org/10.1680/stbu.2009.162.1.57

  14. Hulet, K. M. / Smith, C. C. / Gilbert, M. (2006): Load-carrying capacity of flooded masonry arch bridges. Dans: Proceedings of the Institution of Civil Engineers - Bridge Engineering, v. 159, n. 3 (septembre 2006).

    https://doi.org/10.1680/bren.2006.159.3.97

  15. Gilbert, M. (2001): RING: 2D rigid-block analysis program for masonry arch bridges. Présenté pendant: ARCH'01. 3ème conférence sur les ponts en arc.
  16. Gilbert, M. / Hobbs, B. / Molyneaux, T. / Burnett, S. / Beattie, G. / Newton, P. (2001): Improving the impact resistance of masonry parapet walls. Présenté pendant: ARCH'01. 3ème conférence sur les ponts en arc.
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