Failure of Slender Concrete Columns Due to a Loss of Stability
The European standard for the design of concrete structures that are likely to lose stability requires taking into account the effects of second order theory. This effect increases the impact of a bending moment due to member deformation and additional eccentricity. Slender members can be calculated...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2019-03-01
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| Series: | Slovak Journal of Civil Engineering |
| Subjects: | |
| Online Access: | http://www.degruyter.com/view/j/sjce.2019.27.issue-1/sjce-2019-0007/sjce-2019-0007.xml?format=INT |