| A stress-path dependent stress-strain model for FRP-confined concrete MH Lai, YW Liang, Q Wang, FM Ren, MT Chen, JCM Ho Engineering Structures 203, 109824, 2020 | 213 | 2020 |
| A theoretical axial stress-strain model for circular concrete-filled-steel-tube columns MH Lai, JCM Ho Engineering Structures 125, 124-143, 2016 | 204 | 2016 |
| Confinement effect of ring-confined concrete-filled-steel-tube columns under uni-axial load MH Lai, JCM Ho Engineering Structures 67, 123-141, 2014 | 197 | 2014 |
| A path dependent stress-strain model for concrete-filled-steel-tube column MH Lai, W Song, XL Ou, MT Chen, Q Wang, JCM Ho Engineering Structures 211, 110312, 2020 | 186 | 2020 |
| Fillers to improve passing ability of concrete M Lai, L Hanzic, JCM Ho Structural Concrete 20 (1), 185-197, 2019 | 182 | 2019 |
| A path dependent constitutive model for CFFT column JCM Ho, XL Ou, MT Chen, Q Wang, MH Lai Engineering Structures 210, 110367, 2020 | 163 | 2020 |
| A constitutive model for predicting the lateral strain of confined concrete CX Dong, AKH Kwan, JCM Ho Engineering Structures 91, 155-166, 2015 | 149 | 2015 |
| Axial and lateral stress–strain model for FRP confined concrete AKH Kwan, CX Dong, JCM Ho Engineering Structures 99, 285-295, 2015 | 143 | 2015 |
| Inelastic design of low-axially loaded high-strength reinforced concrete columns JCM Ho, HJ Pam Engineering Structures 25 (8), 1083-1096, 2003 | 130 | 2003 |
| Effectiveness of adding confinement for ductility improvement of high-strength concrete columns JCM Ho, JYK Lam, AKH Kwan Engineering Structures 32 (3), 714-725, 2010 | 111 | 2010 |
| Uni-axial behaviour of externally confined UHSCFST columns MH Lai, MT Chen, FM Ren, JCM Ho Thin-Walled Structures 142, 19-36, 2019 | 108 | 2019 |
| Improving mechanical behavior and microstructure of concrete by using BOF steel slag aggregate MH Lai, J Zou, B Yao, JCM Ho, X Zhuang, Q Wang Construction and Building Materials 277, 122269, 2021 | 98 | 2021 |
| Length of critical region for confinement steel in limited ductility high-strength reinforced concrete columns HJ Pam, JCM Ho Engineering Structures 31 (12), 2896-2908, 2009 | 98 | 2009 |
| Effect of continuous spirals on uni-axial strength and ductility of CFST columns MH Lai, JCM Ho Journal of Constructional Steel Research 104, 235-249, 2015 | 89 | 2015 |
| Behaviour of uni‐axially loaded concrete‐filled‐steel‐tube columns confined by external rings MH Lai, JCM Ho The Structural Design of Tall and Special Buildings 23 (6), 403-426, 2014 | 85 | 2014 |
| Axial strengthening of thin-walled concrete-filled-steel-tube columns by circular steel jackets MH Lai, JCM Ho Thin-walled structures 97, 11-21, 2015 | 81 | 2015 |
| Post-peak behavior and flexural ductility of doubly reinforced normal-and high-strength concrete beams HJ Pam, AKH Kwan, JCM Ho Structural Engineering and Mechanics, 2001 | 81 | 2001 |
| Flexural strength and ductility of reinforced concrete beams AKH Kwan, JCM Ho, HJ Pam Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2002 | 80 | 2002 |
| Axial and lateral stress–strain model for circular concrete-filled steel tubes with external steel confinement AKH Kwan, CX Dong, JCM Ho Engineering Structures 117, 528-541, 2016 | 78 | 2016 |
| An analysis-based model for axially loaded circular CFST columns MH Lai, JCM Ho Thin-Walled Structures 119, 770-781, 2017 | 76 | 2017 |
M.H. LaiSchool of Civil Engineering, Guangzhou UniversityVerified email at gzhu.edu.cn
