Siu-Lai Chan
Affiliations: | Hong Kong Polytechnic University (Hong Kong) |
Area:
Civil EngineeringGoogle:
"Siu-Lai Chan"Children
Sign in to add trainee| Benson H. Chan | grad student | 2002 | Hong Kong Polytechnic University (Hong Kong) |
| Jian-xin Gu | grad student | 2004 | Hong Kong Polytechnic University (Hong Kong) |
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Publications
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| Bai R, Hajjar JF, Liu S, et al. (2020) A mixed-field Timoshenko beam-column element for direct analysis of tapered I-sections members Journal of Constructional Steel Research. 172: 106157 |
| Zhao L, Yu Z, Liu Y, et al. (2020) Numerical simulation of responses of flexible rockfall barriers under impact loading at different positions Journal of Constructional Steel Research. 167: 105953 |
| Bai R, Gao W, Liu S, et al. (2020) Innovative high-order beam-column element for geometrically nonlinear analysis with one-element-per-member modelling method Structures. 24: 542-552 |
| Tang Y, Liu Y, Chan S, et al. (2019) An innovative co-rotational pointwise equilibrating polynomial element based on Timoshenko beam theory for second-order analysis Thin-Walled Structures. 141: 15-27 |
| Du Z, Liu Y, He J, et al. (2019) Direct analysis method for noncompact and slender concrete-filled steel tube members Thin-Walled Structures. 135: 173-184 |
| Chen L, Liu S, Lau C, et al. (2019) Nonlinear finite-element-analysis and design of steel-concrete composite ring (SCCR) joints Journal of Constructional Steel Research. 161: 400-415 |
| Du Z, Liu Y, Chan S. (2019) A practical analytical model for special concentrically braced frames Journal of Constructional Steel Research. 155: 219-232 |
| Abdelrahman AHA, Du Z, Liu Y, et al. (2019) Stability design of single angle member using effective stress-strain method Structures. 20: 298-308 |
| Du Z, Ding Z, Liu Y, et al. (2019) Advanced flexibility-based beam-column element allowing for shear deformation and initial imperfection for direct analysis Engineering Structures. 199: 109586 |
| Bai R, Liu S, Liu Y, et al. (2019) Direct analysis of tapered-I-section columns by one-element-per-member models with the appropriate geometric-imperfections Engineering Structures. 183: 907-921 |