Stiffened steel box columns. Part 1 Cyclic behaviour.

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...

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Bibliographic Details
Published in:Earthquake engineering & structural dynamics. 29, 11 (2000).
Main Author: Ge, Hanbin
Format: Article
Language:English
Subjects:
Coupled instability.
Cyclic loading.
Elastoplastic large deformation analysis.
Local buckling.
Modified two surface plasticity model.
Stiffened box column.