A Numerical Investigation on Cold-Formed Steel Bulit-up Back-to-Back Channel Stub Columns
This paper aims to investigate the compressive capacity and buckling behavior of cold-formed steel built-up back-to-back channels stub columns using the finite element method. Commercial finite element software, LUSAS version 14, is used in this study. LUSAS was chosen because it offers the geometri...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Conference Paper |
| Published: |
RESEARCH PUBLISHING
2011
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| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/18719 |