computer-assisted analysis and design of steel columns based on LRDF
碩士 === 國立中興大學 === 土木工程學系 === 91 === ABSTRACT No other field in the study of strength of materials has such a varied history as the theory of buckling strength of compression members in metal structures. The column theory derived from Euler’s formula in 1744. However Euler’s theory pertain...
| Main Authors: | , |
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| Format: | Others |
| Language: | en_US |
| Published: |
2003
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| Online Access: | http://ndltd.ncl.edu.tw/handle/12989900658927844440 |