Skip to content
RDL
Network
Ecosystem
Switch app
TR
About
FAQ
Sign in
Get started
Lateral–torsional buckling assessment of steel beams through a stiffness reduction method — Merih Kucukler (2015) | RDL Network
Back
Cite
Save
Save for later
Share
Home
Publications
Lateral–torsional buckling assessment of steel beams through a stiffness reduction method
Shared by
Leroy Gardner
Imperial College London
Lateral–torsional buckling assessment of steel beams through a stiffness reduction method
Article
2015
en
Authors
MK
Merih Kucukler
Leroy Gardner
Imperial College London
LM
Lorenzo Macorini
Discussion
(0)
Sign in
to like and join the discussion.
No comments yet. Be the first to comment.
Related publications
Article
2019
Design of web-tapered steel beams against lateral-torsional buckling through a stiffness reduction method
Merih Kucukler
,
Leroy Gardner
Article
2015
Flexural–torsional buckling assessment of steel beam–columns through a stiffness reduction method
Merih Kucukler
,
Leroy Gardner
,
Lorenzo Macorini
Article
2016
Modeling of the structural behavior of multilayer laminated glass beams: Flexural and torsional stiffness and lateral-torsional buckling
Miguel Machado-e-Costa
,
Luís Valarinho
,
Nuno Silvestre
,
João R. Correia
Engineering Structures
Article
2017
05.06: Design of web-tapered steel members through a stiffness reduction method
Merih Kucukler
,
Leroy Gardner
,
Lorenzo Macorini
Article
2017
Design of laterally restrained web-tapered steel structures through a stiffness reduction method
Merih Kucukler
,
Leroy Gardner
.webp)
Discussion(0)
No comments yet. Be the first to comment.