Behaviour of normal and high strength concrete-filled compact steel tube circular stub columns.
This paper presents the behaviour and design of axially loaded concrete-filled steel tube circular stub columns. The study was conducted over a wide range of concrete cube strengths ranging from 30 to 110 MPa. The external diameter of the steel tube-to-plate thickness (D/t) ratio ranged from 15 to 8...
Main Authors: | El-Lobody, E., Young, B., Lam, Dennis |
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Language: | en |
Published: |
2014
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Subjects: | |
Online Access: | http://hdl.handle.net/10454/5789 |
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