Add to ORKGThe article of Raven, Blaauwendraad and Vambersky in HERON 53, No. 1 discusses stability checking of torsional buckling in structural members loaded by compressive forces and bending moments. Unfortunately, many important issues are not considered and need to be commented on
AbstractThe resistance of steel members in bending can be influenced by the lateral-torsional stabil...
This paper uses both a virtual work approach and a static equilibrium approach to study the elastic ...
In structural steel design, flexural-torsional buckling (FTB) is an important limit state that must ...
The article of Raven, Blaauwendraad and Vambersky in HERON 53, No. 1 discusses stability checking of...
This article presents insight into the stability check for members loaded in a combination of compre...
This paper is concerned with the elastic flexural buckling of structural members under torsion, and ...
This study investigates the stability of timber members subjected to simultaneously acting axial com...
peer reviewedIn the framework of the ongoing revision of EN 1993-3-1, the RCFS funded research proje...
Lateral torsional buckling is a limit state for I-shaped steel beams that may often be a controlling...
The influence of the end restraint conditions on the lateral-torsional buckling of beams is investig...
New vision on flexural-torsional buckling Stability and strength of structural members Summary This ...
In this paper is a discussion of the general principles for open sections of any shape. In what foll...
Flexural-torsional buckling is an important limit state that must be considered in structural steel ...
The elastic lateral torsional stability of flexural members is studied. The effects of moment distri...
The study shows the results of theoretical investigations into lateral torsional buckling of bisymme...
AbstractThe resistance of steel members in bending can be influenced by the lateral-torsional stabil...
This paper uses both a virtual work approach and a static equilibrium approach to study the elastic ...
In structural steel design, flexural-torsional buckling (FTB) is an important limit state that must ...
The article of Raven, Blaauwendraad and Vambersky in HERON 53, No. 1 discusses stability checking of...
This article presents insight into the stability check for members loaded in a combination of compre...
This paper is concerned with the elastic flexural buckling of structural members under torsion, and ...
This study investigates the stability of timber members subjected to simultaneously acting axial com...
peer reviewedIn the framework of the ongoing revision of EN 1993-3-1, the RCFS funded research proje...
Lateral torsional buckling is a limit state for I-shaped steel beams that may often be a controlling...
The influence of the end restraint conditions on the lateral-torsional buckling of beams is investig...
New vision on flexural-torsional buckling Stability and strength of structural members Summary This ...
In this paper is a discussion of the general principles for open sections of any shape. In what foll...
Flexural-torsional buckling is an important limit state that must be considered in structural steel ...
The elastic lateral torsional stability of flexural members is studied. The effects of moment distri...
The study shows the results of theoretical investigations into lateral torsional buckling of bisymme...
AbstractThe resistance of steel members in bending can be influenced by the lateral-torsional stabil...
This paper uses both a virtual work approach and a static equilibrium approach to study the elastic ...
In structural steel design, flexural-torsional buckling (FTB) is an important limit state that must ...