Rigid-block analysis of masonry structures M Gilbert, C Melbourne Structural Engineer 72, 356-361, 1994 | 342 | 1994 |
Limit analysis of masonry block structures with non-associative frictional joints using linear programming M Gilbert, C Casapulla, HM Ahmed Computers & Structures 84 (13), 873-887, 2006 | 304 | 2006 |
Application of discontinuity layout optimization to plane plasticity problems C Smith, M Gilbert Proceedings of the Royal Society A: Mathematical, Physical and Engineering …, 2007 | 278 | 2007 |
Layout optimization of large-scale pin-jointed frames M Gilbert, A Tyas Engineering Computations: Int J for Computer-Aided Engineering 20 (8), 1044-1064, 2003 | 236 | 2003 |
Limit analysis applied to masonry arch bridges: state-of-the-art and recent developments M Gilbert Proceedings of 5th International Conference on Arch Bridges (ARCH’07), PB …, 2007 | 161 | 2007 |
The behaviour of multiring brickwork bridges C Melbourne, M Gilbert Structural Engineer 73 (3/7), 39, 1995 | 147 | 1995 |
Limit analysis of 3D masonry block structures with non-associative frictional joints using cone programming F Portioli, C Casapulla, M Gilbert, L Cascini Computers & Structures 143, 108-121, 2014 | 135 | 2014 |
Rationalization of trusses generated via layout optimization L He, M Gilbert Structural and Multidisciplinary Optimization 52 (4), 677-694, 2015 | 116 | 2015 |
Limit analysis of plates using the EFG method and second‐order cone programming CV Le, M Gilbert, H Askes International Journal for Numerical Methods in Engineering 78 (13), 1532-1552, 2009 | 115 | 2009 |
The performance of unreinforced masonry walls subjected to low-velocity impacts: Finite element analysis S Burnett, M Gilbert, T Molyneaux, G Beattie, B Hobbs International Journal of Impact Engineering 34 (8), 1433-1450, 2007 | 105 | 2007 |
Influence of backfill on the capacity of masonry arch bridges P Callaway, M Gilbert, CC Smith Proceedings of the Institution of Civil Engineers: Bridge Engineering 165 (3 …, 2012 | 75 | 2012 |
An end-to-end framework for the additive manufacture of optimized tubular structures J Ye, P Kyvelou, F Gilardi, H Lu, M Gilbert, L Gardner IEEE Access 9, 165476-165489, 2021 | 71 | 2021 |
Limit analysis of plates and slabs using a meshless equilibrium formulation CV Le, M Gilbert, H Askes International Journal for Numerical Methods in Engineering 83 (13), 1739-1758, 2010 | 69 | 2010 |
The performance of unreinforced masonry walls subjected to low-velocity impacts: experiments M Gilbert, B Hobbs, TCK Molyneaux International journal of impact engineering 27 (3), 231-251, 2002 | 67 | 2002 |
RING: a 2D rigid-block analysis program for masonry arch bridges M Gilbert International arch bridges conference, 459-464, 2001 | 67 | 2001 |
Masonry arch analysis using discontinuity layout optimisation M Gilbert, CC Smith, TJ Pritchard ENGINEERING AND COMPUTATIONAL MECHANICS (PROCEEDINGS OF THE ICE) 163 (EM3), 2010 | 61 | 2010 |
Adaptive element-free Galerkin method applied to the limit analysis of plates CV Le, H Askes, M Gilbert Computer Methods in Applied Mechanics and Engineering 199 (37), 2487-2496, 2010 | 60 | 2010 |
Application of layout optimization to the design of additively manufactured metallic components CJ Smith, M Gilbert, I Todd, F Derguti Structural and Multidisciplinary Optimization, 1-17, 2016 | 57 | 2016 |
Automatic yield-line analysis of slabs using discontinuity layout optimization M Gilbert, L He, CC Smith, CV Le Proceedings of the Royal Society of London A: Mathematical, Physical and …, 2014 | 57 | 2014 |
The collapse behaviour of multispan brickwork arch bridges C Melbourne, M Gilbert, M Wagstaff Structural Engineer 75 (17), 1997 | 56 | 1997 |