Influence of constructional detailing on the lateral torsional buckling capacity of beam columns
Abstract
The load carrying capacity of beam columns may also be governed by the stability problem of lateral torsional buckling. For the analysis the elastic lateral torsional buckling moment Mcr must be known which depends on the lateral torsional buckling coefficient k. It is reported on the effect of structural details which causes different restraints and their consequence on this coefficient k.
Fields of Study & Subjects
Structural Load-Bearing Analysis
Structural Behavior of Reinforced Concrete
Construction Engineering and Safety
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 61–66
- Publication date
- 11 February 2026
- Language
- EN
- Document type
- Book chapter