Nominal curvature design of circular HSC columns confined with post-tensioned steel straps

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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Bibliographic Details
Main Authors: Ma, C. K., Awang, A. Z., Garcia, R., Omar, W., Pilakoutas, K., Azimi, M.
Format: Article
Published: Elsevier Ltd. 2016
Subjects:
TA Engineering (General). Civil engineering (General)
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

Internet

http://eprints.utm.my/id/eprint/70061/
http://dx.doi.org/10.1016/j.istruc.2016.04.002

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