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...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 29, 11 (2000). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
| Предметы: |