| Slenderness limits for fabricated S960 ultra-high-strength steel and composite columns D Li, Z Huang, B Uy, HT Thai, C Hou Journal of Constructional Steel Research 159, 109-121, 2019 | 83 | 2019 |
| Behaviour and design of connections for demountable steel and composite structures B Uy, V Patel, D Li, F Aslani Structures 9, 1-12, 2017 | 79 | 2017 |
| Local and post-local buckling of fabricated high-strength steel and composite columns Z Huang, D Li, B Uy, HT Thai, C Hou Journal of Constructional Steel Research 154, 235-249, 2019 | 75 | 2019 |
| A review of the behaviour and design of steel–concrete composite shear walls J Mo, B Uy, D Li, HT Thai, H Tran Structures 31, 1230-1253, 2021 | 65 | 2021 |
| Experimental behaviour and fracture prediction of austenitic stainless steel bolts under combined tension and shear Y Song, J Wang, B Uy, D Li Journal of Constructional Steel Research 166, 105916, 2020 | 64 | 2020 |
| Behaviour and design of high strength CFST columns with slender sections TT Nguyen, HT Thai, T Ngo, B Uy, D Li Journal of Constructional Steel Research 182, 106645, 2021 | 60 | 2021 |
| Behaviour and design of demountable beam-to-column composite bolted joints with extended end-plates J Wang, B Uy, HT Thai, D Li Journal of Constructional Steel Research 144, 221-235, 2018 | 55 | 2018 |
| Behaviour and design of ultra-high-strength CFST members subjected to compression and bending Z Huang, B Uy, D Li, J Wang Journal of Constructional Steel Research 175, 106351, 2020 | 49 | 2020 |
| Fatigue behaviour of stainless steel bolts in tension and shear under constant-amplitude loading J Wang, B Uy, D Li, Y Song International Journal of Fatigue 133, 105401, 2020 | 47 | 2020 |
| Behaviour and design of demountable CFST column-column connections subjected to compression D Li, B Uy, V Patel, F Aslani Journal of Constructional Steel Research 141, 262-274, 2018 | 47 | 2018 |
| The devil in linear transformer Z Qin, X Han, W Sun, D Li, L Kong, N Barnes, Y Zhong arXiv preprint arXiv:2210.10340, 2022 | 46 | 2022 |
| Behaviour and design of demountable CFST column-column connections under tension D Li, B Uy, F Aslani, V Patel Journal of Constructional Steel Research 138, 761-773, 2017 | 40 | 2017 |
| Axial slenderness limits for austenitic stainless steel-concrete composite columns SK Azad, D Li, B Uy Journal of Constructional Steel Research 166, 105856, 2020 | 37 | 2020 |
| Behaviour and design of high-strength Grade 12.9 bolts under combined tension and shear D Li, B Uy, J Wang, Y Song Journal of Constructional Steel Research 174, 106305, 2020 | 36 | 2020 |
| Behaviour and design of spiral-welded stainless steel tubes subjected to axial compression D Li, B Uy, F Aslani, C Hou Journal of Constructional Steel Research 154, 67-83, 2019 | 33 | 2019 |
| Residual stresses of box and I-shaped columns fabricated from S960 ultra-high-strength steel D Li, A Paradowska, B Uy, J Wang, M Khan Journal of Constructional Steel Research 166, 105904, 2020 | 29 | 2020 |
| Behaviour and design of Grade 10.9 high-strength bolts under combined actions D Li, B Uy, J Wang, Y Song Steel Compos Struct 35 (03), 327-341, 2020 | 28 | 2020 |
| Toeplitz neural network for sequence modeling Z Qin, X Han, W Sun, B He, D Li, D Li, Y Dai, L Kong, Y Zhong arXiv preprint arXiv:2305.04749, 2023 | 27 | 2023 |
| Analysis and design of demountable steel column-baseplate connections D Li, B Uy, F Aslani, V Patel Steel and Composite Structures 22 (4), 753-775, 2016 | 27 | 2016 |
| Axial slenderness limits for duplex and lean duplex stainless steel-concrete composite columns SK Azad, D Li, B Uy Journal of Constructional Steel Research 172, 106175, 2020 | 26 | 2020 |
Huu-Tai ThaiARC Future Fellow and Professor of Structural Engineering at the University of MelbourneEmail verificata su unimelb.edu.au