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Fiona Walport
Fiona Walport
Lecturer in Structural Design at University College London
Verified email at ucl.ac.uk
Title
Cited by
Cited by
Year
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
782019
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
752019
The continuous strength method–Review and outlook
L Gardner, X Yun, F Walport
Engineering Structures 275, 114924, 2023
662023
Equivalent bow imperfections for use in design by second order inelastic analysis
F Walport, L Gardner, DA Nethercot
Structures 26, 670-685, 2020
572020
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
422021
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
252019
Stability design of stainless steel structures
F Walport, M Kucukler, L Gardner
Journal of Structural Engineering 148 (1), 04021225, 2022
202022
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
192021
Design of stainless steel structural systems by GMNIA with strain limits
F Walport, HU Chan, DA Nethercot, L Gardner
Engineering Structures 276, 115339, 2023
182023
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
162022
Design of steel and stainless steel structures by advanced inelastic analysis
F Walport
Imperial College London, 2020
102020
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
42024
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
42024
Equivalent sway imperfections and sway-member imperfection combinations for GMNIA-based steel design
HU Chan, F Walport, L Gardner
Structures 62, 106216, 2024
22024
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
22023
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
22023
Unified stress-strain models for normal and high strength steels
LN Dissanayake, F Walport, X Yun, L Gardner
Construction and Building Materials 459, 139616, 2025
12025
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
12024
Numerical Modelling of Single‐span Portal Frames
A Ahmed, T Hu, F Walport, L Gardner
ce/papers 5 (4), 809-818, 2022
12022
Simulation and cross-section design of steel beams under moment gradients
Z Yang, X Meng, F Walport, L Gardner
Thin-Walled Structures 209, 112786, 2025
2025
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