A new method of analysis for slender columns
This paper presents a simple new method to calculate column-interaction diagrams, which takes into account slenderness effects. The method consists of a simple incremental-loading algorithm that traces the load-deflection curve at constant eccentricity of the axial load. The column failure is define...
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| Other Authors: | , |
| Format: | article |
| Published: |
1991
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| Online Access: | http://hdl.handle.net/10725/3025 http://www.civil.northwestern.edu/people/bazant/PDFs/Papers/276.pdf |
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