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...
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| Pengarang-pengarang Utama: | , , , , , |
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| Format: | Artikel |
| Diterbitkan: |
Multi-Science Publ
2015
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| Subjek-subjek: | |
| Capaian Atas Talian: | http://eprints.utm.my/54949/ |
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