| Structural behavior of cold-formed stainless steel bolted connections Y Cai, B Young Thin-Walled Structures 83, 147-156, 2014 | 81 | 2014 |
| Behavior of cold-formed stainless steel single shear bolted connections at elevated temperatures Y Cai, B Young Thin-Walled Structures 75, 63-75, 2014 | 66 | 2014 |
| Three-dimensional seismic isolation bearing and its application in long span hangars X Li, S Xue, Y Cai Earthquake Engineering and Engineering Vibration 12 (1), 55-65, 2013 | 47 | 2013 |
| Bearing factors of cold-formed stainless steel double shear bolted connections at elevated temperatures Y Cai, B Young Thin-Walled Structures 98, 212-229, 2016 | 43 | 2016 |
| Engineering modular integrated construction for high-rise building: A case study in Hong Kong S Shan, D Looi, Y Cai, P Ma, MT Chen, R Su, B Young, W Pan Proceedings of the Institution of Civil Engineers-Civil Engineering 172 (6 …, 2019 | 42 | 2019 |
| Behaviour of concrete-filled cold-formed high strength steel circular stub columns M Su, Y Cai, X Chen, B Young Thin-Walled Structures 157, 107078, 2020 | 41 | 2020 |
| Behavior and design of cold-formed and hot-finished steel elliptical tubular stub columns Y Cai, WM Quach, MT Chen, B Young Journal of Constructional Steel Research 156, 252-265, 2019 | 39 | 2019 |
| High temperature tests of cold-formed stainless steel double shear bolted connections Y Cai, B Young Journal of Constructional Steel Research 104, 49-63, 2015 | 39 | 2015 |
| High strength steel square and rectangular tubular stub columns infilled with concrete Y Cai, M Su, X Chen, B Young Journal of Constructional Steel Research 179, 106536, 2021 | 35 | 2021 |
| Experimental and numerical investigation of concrete-filled hot-finished and cold-formed steel elliptical tubular stub columns Y Cai, WM Quach, B Young Thin-Walled Structures 145, 106437, 2019 | 34 | 2019 |
| Effects of end distance on thin sheet steel bolted connections Y Cai, B Young Engineering Structures 196, 109331, 2019 | 28 | 2019 |
| Web crippling of lean duplex stainless steel tubular sections under concentrated end bearing loads Y Cai, B Young Thin-Walled Structures 134, 29-39, 2019 | 28 | 2019 |
| Bearing resistance design of stainless steel bolted connections at ambient and elevated temperatures Y Cai, B Young Steel and Composite Structures: an international journal, 2018 | 21 | 2018 |
| Experimental investigation of carbon steel and stainless steel bolted connections at different strain rates Y Cai, B Young Steel and Composite Structures: an international journal, 2019 | 20 | 2019 |
| Transient state tests of cold-formed stainless steel single shear bolted connections Y Cai, B Young Engineering structures 81, 1-9, 2014 | 19 | 2014 |
| Carbon steel and stainless steel bolted connections undergoing unloading and re-loading processes Y Cai, B Young Journal of Constructional Steel Research 157, 337-346, 2019 | 17 | 2019 |
| Structural behaviour of cold-formed stainless steel bolted connections at post-fire condition Y Cai, B Young Journal of Constructional Steel Research 152, 312-321, 2019 | 17 | 2019 |
| Mechanical properties of thin sheet steel after exposure to high temperatures Y Cai, B Young Thin-Walled Structures 142, 460-475, 2019 | 16 | 2019 |
| Cold-formed lean duplex stainless steel tubular members under concentrated interior bearing loads Y Cai, B Young Journal of Structural Engineering 145 (7), 04019056, 2019 | 16 | 2019 |
| Web crippling design of lean duplex stainless steel tubular members under interior loading conditions Y Cai, B Young Engineering Structures 238, 112192, 2021 | 15 | 2021 |
Wai-Meng QuachAssociate Professor, University of Macau在 um.edu.mo 的電子郵件地址已通過驗證
