Skip to content
RDL
Network
Ecosystem
Switch app
TR
About
FAQ
Sign in
Get started
Equivalent bow imperfections for use in design by second order inelastic analysis — Fiona Walport (2020) | RDL Network
Back
Cite
Save
Save for later
Share
Home
Publications
Equivalent bow imperfections for use in design by second order inelastic analysis
Shared by
Leroy Gardner
Imperial College London
Equivalent bow imperfections for use in design by second order inelastic analysis
Article
2020
en
Authors
FW
Fiona Walport
Leroy Gardner
Imperial College London
DN
D.A. Nethercot
Discussion
(0)
Sign in
to like and join the discussion.
No comments yet. Be the first to comment.
Related publications
Article
2021
Equivalent bow imperfections for design by second order inelastic analysis
Fiona Walport
,
Leroy Gardner
,
D.A. Nethercot
Article
2021
Equivalent imperfections for the out-of-plane stability design of steel beams by second-order inelastic analysis
Chunyan Quan
,
Fiona Walport
,
Leroy Gardner
Article
2023
Equivalent global sway imperfections for use in design by GMNIA
Hou Un Chan
,
Fiona Walport
,
Leroy Gardner
Article
2024
Equivalent sway imperfections for use in structural steel design by GNIA
Hou Un Chan
,
Fiona Walport
,
Leroy Gardner
Article
2020
Structural steel design using second-order inelastic analysis with strain limits
Andreas Fieber
,
Leroy Gardner
,
Lorenzo Macorini
.webp)
Discussion(0)
No comments yet. Be the first to comment.