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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
662019
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
652019
Equivalent bow imperfections for use in design by second order inelastic analysis
F Walport, L Gardner, DA Nethercot
Structures 26, 670-685, 2020
472020
The continuous strength method–review and outlook
L Gardner, X Yun, F Walport
Engineering Structures 275, 114924, 2023
352023
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
322021
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
192019
Stability design of stainless steel structures
F Walport, M Kucukler, L Gardner
Journal of Structural Engineering 148 (1), 04021225, 2022
152022
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
152021
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
142022
Design of stainless steel structural systems by GMNIA with strain limits
F Walport, HU Chan, DA Nethercot, L Gardner
Engineering Structures 276, 115339, 2023
102023
Design of steel and stainless steel structures by advanced inelastic analysis
F Walport
Imperial College London, 2020
82020
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
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
12023
Numerical Modelling of Single‐span Portal Frames
A Ahmed, T Hu, F Walport, L Gardner
ce/papers 5 (4), 809-818, 2022
12022
Equivalent sway imperfections and sway-member imperfection combinations for GMNIA-based steel design
HU Chan, F Walport, L Gardner
Structures 62, 106216, 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
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
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
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
2023
Equivalent global sway imperfections for use in design by GMNIA
HU Chan, F Walport, L Gardner
ce/papers 6 (3-4), 1655-1660, 2023
2023
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