Effects of material nonlinearity on the global analysis and stability of stainless steel frames F Walport, L Gardner, E Real, I Arrayago, DA Nethercot Journal of Constructional Steel Research 152, 173-182, 2019 | 71 | 2019 |
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 | 69 | 2019 |
Equivalent bow imperfections for use in design by second order inelastic analysis F Walport, L Gardner, DA Nethercot Structures 26, 670-685, 2020 | 51 | 2020 |
The continuous strength method–Review and outlook L Gardner, X Yun, F Walport Engineering Structures 275, 114924, 2023 | 45 | 2023 |
Design of structural stainless steel members by second order inelastic analysis with CSM strain limits F Walport, L Gardner, DA Nethercot Thin-Walled Structures 159, 107267, 2021 | 38 | 2021 |
A method for the treatment of second order effects in plastically-designed steel frames F Walport, L Gardner, DA Nethercot Engineering Structures 200, 109516, 2019 | 21 | 2019 |
Stability design of stainless steel structures F Walport, M Kucukler, L Gardner Journal of Structural Engineering 148 (1), 04021225, 2022 | 17 | 2022 |
Influence of geometric and material nonlinearities on the behaviour and design of stainless steel frames F Walport, I Arrayago, L Gardner, DA Nethercot Journal of Constructional Steel Research 187, 106981, 2021 | 16 | 2021 |
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 | 15 | 2022 |
Design of stainless steel structural systems by GMNIA with strain limits F Walport, HU Chan, DA Nethercot, L Gardner Engineering Structures 276, 115339, 2023 | 13 | 2023 |
Design of steel and stainless steel structures by advanced inelastic analysis F Walport Imperial College London, 2020 | 8 | 2020 |
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 | 2 | 2024 |
Flexural capacity and local buckling half-wavelength of high strength steel tubular beams under moment gradients: An experimental study Z Yang, X Meng, F Walport, L Gardner Thin-Walled Structures 195, 111420, 2024 | 2 | 2024 |
The softening effect of welding on the mechanical properties of cold-worked stainless steel F Walport, R Zhang, X Meng, L Gardner Journal of Constructional Steel Research 211, 108192, 2023 | 2 | 2023 |
Design assisted by finite element analysis–Introduction to prEN 1993‐1‐14 and Technical Report L Dunai, B Kövesdi, L Gardner, M Al‐Emrani, M Casafont, H Degée, ... ce/papers 6 (3-4), 2677-2682, 2023 | 2 | 2023 |
Equivalent sway imperfections and sway-member imperfection combinations for GMNIA-based steel design HU Chan, F Walport, L Gardner Structures 62, 106216, 2024 | 1 | 2024 |
Numerical Modelling of Single‐span Portal Frames A Ahmed, T Hu, F Walport, L Gardner ce/papers 5 (4), 809-818, 2022 | 1 | 2022 |
A consistent approach to the definition of initial geometric imperfections for in-plane stability design of steel moment frames H Slack, F Walport, HU Chan, MA Wadee, L Gardner Structures 65, 106596, 2024 | | 2024 |
Experimental and numerical datasets for benchmark tests on high strength steel I-section frames F Walport, Y Zhu, X Yun, L Gardner Data in Brief 53, 110049, 2024 | | 2024 |
GMNIA‐based design of stainless steel structural systems F Walport, HU Chan, L Gardner, DA Nethercot ce/papers 6 (3-4), 1579-1584, 2023 | | 2023 |