Nominal curvature design of circular HSC columns confined with post-tensioned steel straps
This article proposes new parameters for the practical design of circular high-strength concrete (HSC) columns confined with an innovative Steel Strapping Tensioning Technique (SSTT) using a nominal curvature approach. Previous experimental research has proven the effectiveness of the SSTT at provid...
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| Main Authors: | , , , , , |
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| Format: | Article |
| Published: |
Elsevier Ltd.
2016
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/70061/ http://dx.doi.org/10.1016/j.istruc.2016.04.002 |
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| Institution: | Universiti Teknologi Malaysia |