Ductility and stiffness of slender confined reinforced high-strength concrete columns under monotonic axial load

This paper presents an investigation based on tests results of high-strength concrete (HSC) columns externally confined with post-tensioned steel straps, subjected to monotonic axial load. The parameters of the tests were eccentricity ratio (ei/es = 0, 1), load eccentricity (e = 25 mm, 50 mm), slend...

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Bibliographic Details
Main Authors: Ma, Chau-Khun, Sulaiman, Muhd. Fauzy, Apandi, Nazirah, Awang, Abdullah Zawawi, Omar, Wahid, Jaw, Siow Wei
Format: Article
Published: Elsevier B.V. 2019
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Online Access:http://eprints.utm.my/id/eprint/87604/
http://dx.doi.org/10.1016/j.measurement.2019.07.024
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