Optimization of procedure for structure design and analysis
A semi-analytical, semi-numerical formulation is presented to obtain the critical buckling loads for uniaxially compressed structural members. The method is ideally suitable for use with a desk top computer.
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| Main Authors: | , , |
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| 其他作者: | |
| 格式: | Research Report |
| 出版: |
2008
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| 主題: | |
| 在線閱讀: | http://hdl.handle.net/10356/6839 |
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