Three-dimensional buckling analysis of tapered built-up columns
Abstract
The elastic stability analysis of three dimensional tapered built-up members is presented. Single, double and battened bracing systems are studied. A vertical concentrated load applied at the four corners of the top section is considered. The influence of several parameters such as the column height, the slope of the vertical members, and the members’ stiffness were examined. The results are presented in graphical and tabular form.
Fields of Study & Subjects
Structural Load-Bearing Analysis
Seismic and Structural Analysis of Tall Buildings
Construction Engineering and Safety
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 109–116
- Publication date
- 2 February 2026
- Language
- EN
- Document type
- Book chapter