Finite element analysis on the capacity of circular concrete-filled double-skin steel tubular (CFDST) stub columns M Pagoulatou, T Sheehan, XH Dai, D Lam Engineering Structures 72, 102-112, 2014 | 273 | 2014 |
Structural response of concrete-filled elliptical steel hollow sections under eccentric compression T Sheehan, XH Dai, TM Chan, D Lam Engineering Structures 45, 314-323, 2012 | 104 | 2012 |
Experimental investigation of bond behaviour of two common GFRP bar types in high–Strength concrete N Saleh, A Ashour, D Lam, T Sheehan Construction and Building Materials 201, 610-622, 2019 | 77 | 2019 |
Long-term drying shrinkage of self-compacting concrete: Experimental and analytical investigations JM Abdalhmid, AF Ashour, T Sheehan Construction and Building Materials 202, 825-837, 2019 | 74 | 2019 |
Concrete-filled bimetallic tubes under axial compression: Experimental investigation Y Ye, LH Han, T Sheehan, ZX Guo Thin-Walled Structures 108, 321-332, 2016 | 66 | 2016 |
Experimental study on long spanning composite cellular beam under flexure and shear T Sheehan, X Dai, D Lam, E Aggelopoulos, M Lawson, R Obiala Journal of constructional steel research 116, 40-54, 2016 | 45 | 2016 |
Bond between glass fibre reinforced polymer bars and high-strength concrete N Saleh, A Ashour, T Sheehan Structures 22, 139-153, 2019 | 35 | 2019 |
Buried flexible pipes behaviour in unreinforced and reinforced soils under cyclic loading A Elshesheny, M Mohamed, T Sheehan Geosynthetics International 26 (2), 184-205, 2019 | 34 | 2019 |
Experimental tests of two-span continuous concrete deep beams reinforced with GFRP bars and strut-and-tie method evaluation OH Zinkaah, A Ashour, T Sheehan Composite Structures 216, 112-126, 2019 | 33 | 2019 |
Flexural behaviour of hybrid steel-GFRP reinforced concrete continuous T-beams H Almahmood, A Ashour, T Sheehan Composite Structures 254, 112802, 2020 | 32 | 2020 |
Experimental study of beam to concrete-filled elliptical steel tubular column connections J Yang, T Sheehan, XH Dai, D Lam Thin-Walled Structures 95, 16-23, 2015 | 28 | 2015 |
Prediction of ductile fracture for circular hollow section bracing members under extremely low cycle fatigue F Xu, TM Chan, T Sheehan, L Gardner Engineering Structures 214, 110579, 2020 | 25 | 2020 |
Numerical behaviour of buried flexible pipes in geogrid-reinforced soil under cyclic loading A Elshesheny, M Mohamed, NM Nagy, T Sheehan Computers and Geotechnics 122, 103493, 2020 | 24 | 2020 |
Cyclic response of hollow and concrete-filled circular hollow section braces T Sheehan, TM Chan Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2014 | 23 | 2014 |
Experimental investigation on continuous reinforced SCC deep beams and Comparisons with Code provisions and models MAT Khatab, AF Ashour, T Sheehan, D Lam Engineering Structures 131, 264-274, 2017 | 22 | 2017 |
Effect of dowel shear connector on performance of slim-floor composite shear beams X Dai, D Lam, T Sheehan, J Yang, K Zhou Journal of Constructional Steel Research 173, 106243, 2020 | 16 | 2020 |
Analysis of unreinforced and reinforced shallow piled embankments under cyclic loading K Aqoub, M Mohamed, T Sheehan Geosynthetics International 27 (2), 182-199, 2020 | 15 | 2020 |
Performance of buried rigid pipes under the application of incrementally increasing cyclic loading A Elshesheny, M Mohamed, T Sheehan Soil Dynamics and Earthquake Engineering 125, 105729, 2019 | 15 | 2019 |
Flexural behaviour of composite slim floor beams T Sheehan, X Dai, J Yang, K Zhou, D Lam Structures 21, 22-32, 2019 | 15 | 2019 |
Use of bolted shear connectors in composite construction X Dai, D Lam, T Sheehan, J Yang, K Zhou Proceedings of the 12th International Conference on Advances in Steel …, 2018 | 15 | 2018 |