Ductility and stiffness of slender confined reinforced high-strength concrete columns under monotonic axial load
This paper presents an investigation based on tests results of high-strength concrete (HSC) columns externally confined with post-tensioned steel straps, subjected to monotonic axial load. The parameters of the tests were eccentricity ratio (ei/es = 0, 1), load eccentricity (e = 25 mm, 50 mm), slend...
| Main Authors: | , , , , , |
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| Format: | Article |
| Published: |
Elsevier B.V.
2019
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| Subjects: |