Slenderness limit for SSTT-confined HSC column
Due to the confinement effects, Steel-Straps Tensioning Technique (SSTT) can significantly enhance the strength and ductility of high-strength concrete (HSC) members (Moghaddam et al. 2008). However, the enhancement especially in strength may result in slender member and more susceptible to instabil...
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| Main Authors: | , , |
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| Format: | Article |
| Published: |
Techno Press
2014
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/62604/ http://dx.doi.org/10.12989/sem.2014.50.2.201 |
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