| Design of web-tapered steel I-section members by second-order inelastic analysis with strain limits C Quan, M Kucukler, L Gardner Engineering Structures 224, 111242, 2020 | 32 | 2020 |
| FE modelling of replaceable I-beam-to-CHS column joints under cyclic loads C Quan, W Wang, TM Chan, M Khador Journal of Constructional Steel Research 138, 221-234, 2017 | 26 | 2017 |
| Out-of-plane stability design of steel beams by second-order inelastic analysis with strain limits C Quan, M Kucukler, L Gardner Thin-Walled Structures 169, 108352, 2021 | 25 | 2021 |
| Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam with narrow outer diaphragm and partial joint penetration welds C Quan, W Wang, J Zhou, R Wang Frontiers of Structural and Civil Engineering 10, 333-344, 2016 | 18 | 2016 |
| Equivalent imperfections for the out-of-plane stability design of steel beams by second-order inelastic analysis C Quan, F Walport, L Gardner Engineering Structures 251, 113481, 2022 | 17 | 2022 |
| Simulation and cross-section resistance of stainless steel SHS and RHS at elevated temperatures C Quan, M Kucukler Thin-Walled Structures 189, 110849, 2023 | 14 | 2023 |
| Cross-section resistance and design of stainless steel CHS and EHS at elevated temperatures C Quan, M Kucukler Engineering Structures 285, 115996, 2023 | 12 | 2023 |
| Stability and design of stainless steel hollow section columns at elevated temperatures C Quan, M Kucukler Engineering Structures 297, 116935, 2023 | 5 | 2023 |
| Equivalent geometric imperfections for the design of steel and stainless steel beam-columns by GMNIA C Quan, F Walport, L Gardner Journal of Constructional Steel Research 215, 108502, 2024 | 4 | 2024 |
| Design of stainless steel SHS and RHS columns in fire by GMNIA with strain limits C Quan, M Kucukler Engineering Structures 316, 118464, 2024 | 3 | 2024 |
| Elastic local buckling of three-flanged cross-sections C Quan, A Fieber, L Gardner Thin-Walled Structures 160, 107251, 2021 | 2 | 2021 |
| Structural response and design of stainless steel hollow section columns at elevated temperatures C Quan, M Kucukler ce/papers 6 (3-4), 2032-2037, 2023 | | 2023 |
| Local buckling response and design of stainless steel hollow sections at elevated temperatures C Quan, M Kucukler ce/papers 6 (3-4), 2026-2031, 2023 | | 2023 |
| Resistance and behaviour of carbon steel and stainless steel columns with axial and rotational end‐restraints in fire C Quan, H Murtaza, M Kucukler ce/papers 6 (3-4), 2214-2219, 2023 | | 2023 |
| Out‐of‐plane Stability Design by GMNIA–Equivalent Imperfections and Strain Limits C Quan, F Walport, M Kucukler, L Gardner ce/papers 5 (4), 320-329, 2022 | | 2022 |
| Stability design of steel structures by second order inelastic analysis C Quan Imperial College London, 2021 | | 2021 |
| Fire design of carbon steel and stainless steel structural members by GMNIA with strain limits M Kucukler, C Quan | | |
