Stiffened steel box columns. Part 1 Cyclic behaviour.
This paper aims to study the cyclic inelastic behaviour of stiffened steel box columns failed by local and overall interaction instability under a constant compressive axial force and cyclic lateral loading. Such columns find broad application in steel bridge piers. The columns are of box sections w...
| Veröffentlicht in: | Earthquake engineering & structural dynamics. 29, 11 (2000). |
|---|---|
| 1. Verfasser: | |
| Format: | Artikel |
| Sprache: | English |
| Schlagworte: |