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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Bibliographic Details
Main Authors: Ma, Chau Khun, Awang, Abdullah Zawawi, Omar, Wahid, Pilakoutas, Kypros, Mohd. Tahir, Mahmood, Garcia, Reyes
Format: Article
Published: Multi-Science Publ 2015
Subjects:
Online Access:http://eprints.utm.my/id/eprint/54949/
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Institution: Universiti Teknologi Malaysia
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