Experimental tests on SSTT-confined HSC columns
The steel-strapping tensioning technique (SSTT) has been widely accepted as an effective method for enhancing the performance of high-strength concrete (HSC) columns. Previous experimental tests showed that SSTT can increase the ductility of HSC by up to twice that of unconfined HSC. However, most o...
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| Main Authors: | , , , |
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| Format: | Article |
| Published: |
Thomas Telford Services Ltd
2014
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/52815/ http://dx.doi.org/10.1680/macr.14.00065 |
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| Institution: | Universiti Teknologi Malaysia |