Structural behaviour of high-strength rectangular concrete-filled steel hollow section columns
This thesis presents an experimental and analytical investigation of the non-linear behaviour and design of high-strength rectangular concrete-filled steel hollow section (CFSHS) columns under axial loading, pure bending and eccentric loading. In the experimental programme, 117 specimens were tested...
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| Format: | Theses and Dissertations |
| Language: | English |
| Published: |
2008
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| Online Access: | https://hdl.handle.net/10356/12040 |
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| Institution: | Nanyang Technological University |
| Language: | English |