Structural design of stainless steel concrete filled columns.
This paper presents the behaviour and design of axially loaded concrete filled stainless steel circular and square hollow sections. The experimental investigation was conducted using different concrete cube strengths varied from 30 to 100 MPa. The column strengths and load-axial shortening curves we...
| Main Authors: | , |
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| Language: | en |
| Published: |
2014
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| Subjects: | |
| Online Access: | http://hdl.handle.net/10454/5886 |