Stiffened steel box columns. Part 2 Ductility evaluation.
The purpose of this study is to evaluate the ultimate strength and ductility capacity of stiffened steel box columns failed by local and overall interaction instability under a constant compressive axial force and cyclic lateral loading. In a companion paper, a finite element formulation accounting...
| Published in: | Earthquake engineering & structural dynamics. 29, 11 (2000). |
|---|---|
| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |