| Plastic-zone analysis of 3D steel frames using beam elements LH Teh, MJ Clarke Journal of structural engineering 125 (11), 1328-1337, 1999 | 126 | 1999 |
| Co-rotational and Lagrangian formulations for elastic three-dimensional beam finite elements LH Teh, MJ Clarke Journal of Constructional Steel Research 48 (2-3), 123-144, 1998 | 113 | 1998 |
| Block shear capacity of bolted connections in cold-reduced steel sheets LH Teh, DDA Clements Journal of structural engineering 138 (4), 459-467, 2012 | 85 | 2012 |
| Active shear planes of bolted connections failing in block shear DDA Clements, LH Teh Journal of structural engineering 139 (3), 320-327, 2013 | 77 | 2013 |
| Self-shape optimisation application: Optimisation of cold-formed steel columns BP Gilbert, TJM Savoyat, LH Teh Thin-walled structures 60, 173-184, 2012 | 76 | 2012 |
| Ultimate shear-out capacities of structural-steel bolted connections LH Teh, ME Uz Journal of Structural Engineering 141 (6), 04014152, 2015 | 69 | 2015 |
| Shape optimization of thin-walled steel sections using graph theory and ACO algorithm P Sharafi, LH Teh, MNS Hadi Journal of Constructional Steel Research 101, 331-341, 2014 | 66 | 2014 |
| Self-shape optimisation principles: Optimisation of section capacity for thin-walled profiles BP Gilbert, LH Teh, H Guan Thin-Walled Structures 60, 194-204, 2012 | 64 | 2012 |
| Analysis and design of double-sided high-rise steel pallet rack frames LH Teh, GJ Hancock, MJ Clarke Journal of Structural Engineering 130 (7), 1011-1021, 2004 | 61 | 2004 |
| Net section tension capacity of bolted connections in cold-reduced steel sheets LH Teh, BP Gilbert Journal of structural engineering 138 (3), 337-344, 2012 | 54 | 2012 |
| Behaviour and strength of bolted connections failing in shear MD Elliott, LH Teh, A Ahmed Journal of constructional steel research 153, 320-329, 2019 | 53 | 2019 |
| Unconstrained shape optimisation of singly-symmetric and open cold-formed steel beams and beam-columns B Wang, GL Bosco, BP Gilbert, H Guan, LH Teh Thin-Walled Structures 104, 54-61, 2016 | 50 | 2016 |
| Net section tension capacity of cold-reduced sheet steel angle braces bolted at one leg LH Teh, BP Gilbert Journal of Structural Engineering 139 (3), 328-337, 2013 | 50 | 2013 |
| Heuristic approach for optimum cost and layout design of 3D reinforced concrete frames P Sharafi, MNS Hadi, LH Teh Journal of Structural Engineering 138 (7), 853-863, 2012 | 49 | 2012 |
| Effective shear plane model for tearout and block shear failure of bolted connections LH Teh, GG Deierlein Engineering Journal 54 (3), 181-194, 2017 | 47 | 2017 |
| Cubic beam elements in practical analysis and design of steel frames LH Teh Engineering structures 23 (10), 1243-1255, 2001 | 42 | 2001 |
| Experimental investigation of wire arc additively manufactured steel single-lap shear bolted connections X Guo, P Kyvelou, J Ye, LH Teh, L Gardner Thin-Walled Structures 181, 110029, 2022 | 41 | 2022 |
| Combined bearing and shear-out capacity of structural steel bolted connections LH Teh, ME Uz Journal of Structural Engineering 142 (11), 04016098, 2016 | 39 | 2016 |
| Geometric design optimization for dynamic response problems of continuous reinforced concrete beams P Sharafi, MNS Hadi, LH Teh Journal of Computing in Civil Engineering 28 (2), 202-209, 2014 | 39 | 2014 |
| Conceptual design optimization of rectilinear building frames: A knapsack problem approach P Sharafi, LH Teh, MNS Hadi Engineering Optimization 47 (10), 1303-1323, 2015 | 38 | 2015 |
