Add to ORKGThis is the author’s version of a work that was submitted/accepted for pub-lication in the following source
The objective of this research was to study the buckling behaviour of steel and composite beams at e...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
Title on author’s file: Lateral torsional buckling of partially restrained beams of S690 welded I-se...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
When a beam is bent about its greatest flexural resistance axis it may twist and move laterally, bef...
Abstract: Fire is a critical issue for steel buildings and needs greater attention since it can caus...
When a beam is bent about its greatest flexural resistance axis it may twist and move laterally, bef...
When a beam is bent about its major axis it may twist and move laterally, before it reaches in bendi...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
When a beam is bent about its major axis, it may twist and move laterally, before it reaches its ela...
The numerical and experimental determination of the buckling design moment of steel I beams is influ...
When a beam is bent about its greatest flexural resistance axis it may twist and move laterally, bef...
Abstract: This paper presents the details of a study into the behaviour and moment capacities of col...
The objective of this research was to study the buckling behaviour of steel and composite beams at e...
The objective of this research was to study the buckling behaviour of steel and composite beams at e...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
Title on author’s file: Lateral torsional buckling of partially restrained beams of S690 welded I-se...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
When a beam is bent about its greatest flexural resistance axis it may twist and move laterally, bef...
Abstract: Fire is a critical issue for steel buildings and needs greater attention since it can caus...
When a beam is bent about its greatest flexural resistance axis it may twist and move laterally, bef...
When a beam is bent about its major axis it may twist and move laterally, before it reaches in bendi...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
When a beam is bent about its major axis, it may twist and move laterally, before it reaches its ela...
The numerical and experimental determination of the buckling design moment of steel I beams is influ...
When a beam is bent about its greatest flexural resistance axis it may twist and move laterally, bef...
Abstract: This paper presents the details of a study into the behaviour and moment capacities of col...
The objective of this research was to study the buckling behaviour of steel and composite beams at e...
The objective of this research was to study the buckling behaviour of steel and composite beams at e...
This is the author’s version of a work that was submitted/accepted for pub-lication in the following...
Title on author’s file: Lateral torsional buckling of partially restrained beams of S690 welded I-se...