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...
| Yayımlandı: | Earthquake engineering & structural dynamics. 29, 11 (2000). |
|---|---|
| Yazar: | |
| Materyal Türü: | Makale |
| Dil: | English |
| Konular: |