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: | , , |
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| Language: | en |
| Published: |
2014
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| Subjects: | |
| Online Access: | http://hdl.handle.net/10454/5789 |