Elastic design of slender high-strength RC circular columns confined with external tensioned steel straps
This article proposes a design approach to calculate the capacity of slender high-strength concrete (HSC) columns confined with a cost-effective Steel Strapping Tensioning Technique (SSTT). The approach is based on results from segmental analyses of slender SSTT-confined circular columns subjected t...
| Main Authors: | , , , , , |
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| Format: | Article |
| Published: |
Multi-Science Publ
2015
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| Subjects: |