| Structural response and continuous strength method design of slender stainless steel cross-sections O Zhao, S Afshan, L Gardner Engineering Structures 140, 14-25, 2017 | 187 | 2017 |
| Behaviour of structural stainless steel cross-sections under combined loading–Part I: Experimental study O Zhao, B Rossi, L Gardner, B Young Engineering Structures 89, 236-246, 2015 | 164 | 2015 |
| Structural performance of stainless steel circular hollow sections under combined axial load and bending–Part 1: Experiments and numerical modelling O Zhao, L Gardner, B Young Thin-Walled Structures 101, 231-239, 2016 | 131 | 2016 |
| Standardised material properties for numerical parametric studies of stainless steel structures and buckling curves for tubular columns S Afshan, O Zhao, L Gardner Journal of Constructional Steel Research 152, 2-11, 2019 | 126 | 2019 |
| Behaviour of structural stainless steel cross-sections under combined loading–Part II: Numerical modelling and design approach O Zhao, B Rossi, L Gardner, B Young Engineering Structures 89, 247-259, 2015 | 121 | 2015 |
| Buckling of ferritic stainless steel members under combined axial compression and bending O Zhao, L Gardner, B Young Journal of Constructional Steel Research 117, 35-48, 2016 | 113 | 2016 |
| Testing and numerical modelling of austenitic stainless steel CHS beam–columns O Zhao, L Gardner, B Young Engineering Structures 111, 263-274, 2016 | 105 | 2016 |
| Testing, numerical modelling and design of S690 high strength steel welded I-section stub columns Y Sun, Y Liang, O Zhao Journal of Constructional Steel Research 159, 521-533, 2019 | 99 | 2019 |
| Behaviour and design of stainless steel SHS and RHS beam-columns O Zhao, L Gardner, B Young Thin-Walled Structures 106, 330-345, 2016 | 93 | 2016 |
| Experimental and numerical studies of ferritic stainless steel tubular cross sections under combined compression and bending O Zhao, B Rossi, L Gardner, B Young Journal of structural engineering 142 (2), 04015110, 2016 | 92 | 2016 |
| Testing and numerical modelling of S960 ultra-high strength steel angle and channel section stub columns F Wang, O Zhao, B Young Engineering Structures 204, 109902, 2020 | 88 | 2020 |
| Press-braked S690 high strength steel equal-leg angle and plain channel section stub columns: Testing, numerical simulation and design L Zhang, F Wang, Y Liang, O Zhao Engineering Structures 201, 109764, 2019 | 80 | 2019 |
| Material properties and membrane residual stresses of S690 high strength steel welded I-sections after exposure to elevated temperatures A Su, Y Sun, Y Liang, O Zhao Thin-Walled Structures 152, 106723, 2020 | 78 | 2020 |
| Elevated temperature material properties of a new high-chromium austenitic stainless steel Y Liang, T Manninen, O Zhao, F Walport, L Gardner Journal of Constructional Steel Research 152, 261-273, 2019 | 76 | 2019 |
| Stainless steel channel sections under combined compression and minor axis bending–Part 1: Experimental study and numerical modelling Y Liang, O Zhao, Y Long, L Gardner Journal of Constructional Steel Research 152, 154-161, 2019 | 75 | 2019 |
| Experimental and numerical studies of fixed-ended cold-formed stainless steel equal-leg angle section columns L Zhang, KH Tan, O Zhao Engineering Structures 184, 134-144, 2019 | 73 | 2019 |
| Additive manufacturing oriented parametric topology optimization design and numerical analysis of steel joints in gridshell structures W Zuo, MT Chen, Y Chen, O Zhao, B Cheng, J Zhao Thin-Walled Structures 188, 110817, 2023 | 70 | 2023 |
| Flexural-torsional buckling behaviour of fixed-ended hot-rolled austenitic stainless steel equal-leg angle section columns Y Liang, VVK Jeyapragasam, L Zhang, O Zhao Journal of Constructional Steel Research 154, 43-54, 2019 | 67 | 2019 |
| Material response and local stability of high-chromium stainless steel welded I-sections Y Sun, O Zhao Engineering structures 178, 212-226, 2019 | 66 | 2019 |
| Ultimate response of stainless steel continuous beams M Theofanous, N Saliba, O Zhao, L Gardner Thin-Walled Structures 83, 115-127, 2014 | 62 | 2014 |
Leroy GardnerProfessor of Structural Engineering, Imperial CollegeDirección de correo verificada de imperial.ac.uk