Evaluation of collapse of reticulated shells by equivalent column slenderness
Abstract
In buckling strength estimation on the basis of equivalent column slenderness the linear dependence between applied load and internal axial force in a specified critical member was evaluated through numerical results. It is found that estimated strengths compared with directly obtanied results and some design curves are practical.
Fields of Study & Subjects
Structural Load-Bearing Analysis
Structural Analysis and Optimization
Structural Response to Dynamic Loads
Publication details
- Journal / source
- CRC Press eBooks
- Pages
- 379–384
- Publication date
- 11 February 2026
- Language
- EN
- Document type
- Book chapter