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...
| Julkaisussa: | Earthquake engineering & structural dynamics. 29, 11 (2000). |
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| Päätekijä: | |
| Aineistotyyppi: | Artikkeli |
| Kieli: | English |
| Aiheet: |