关注
Fiona Walport
Fiona Walport
Lecturer in Structural Design at University College London
在 ucl.ac.uk 的电子邮件经过验证
标题
引用次数
引用次数
年份
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
712019
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
692019
Equivalent bow imperfections for use in design by second order inelastic analysis
F Walport, L Gardner, DA Nethercot
Structures 26, 670-685, 2020
512020
The continuous strength method–Review and outlook
L Gardner, X Yun, F Walport
Engineering Structures 275, 114924, 2023
452023
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
382021
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
212019
Stability design of stainless steel structures
F Walport, M Kucukler, L Gardner
Journal of Structural Engineering 148 (1), 04021225, 2022
172022
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
162021
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
152022
Design of stainless steel structural systems by GMNIA with strain limits
F Walport, HU Chan, DA Nethercot, L Gardner
Engineering Structures 276, 115339, 2023
132023
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
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
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
Equivalent sway imperfections and sway-member imperfection combinations for GMNIA-based steel design
HU Chan, F Walport, L Gardner
Structures 62, 106216, 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
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
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