Behaviour of fixed-ended thin-walled steel channel columns with complex stiffeners
This thesis presents experimental and numerical investigations of fixed-ended cold-formed steel channel columns with complex-stiffeners. The complex stiffeners of the sections consist of simple lips with return lips. The channels are considered as thin-walled structural members. A series of channel...
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| Format: | Theses and Dissertations |
| Language: | English |
| Published: |
2008
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| Online Access: | http://hdl.handle.net/10356/12143 |
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| Institution: | Nanyang Technological University |
| Language: | English |
| Summary: | This thesis presents experimental and numerical investigations of fixed-ended cold-formed steel channel columns with complex-stiffeners. The complex stiffeners of the sections consist of simple lips with return lips. The channels are considered as thin-walled structural members. A series of channel columns with complex stiffeners having four different cross-section size were tested over a range of column lengths. |
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