A STUDY ON THE GEOMETRICALLY NONLINEAR BUCKLING AND POST-BUCKLING BEHAVIOR OF THIN-WALLED OPEN-SECTION BEAMS
博士 === 國立交通大學 === 機械工程系 === 87 === Studies on the geometrically nonlinear behavior and nonlinear buckling analysis of thin-walled open-section beams have been relatively rare. A two-node displacement-based thin-walled open-section beam element with seven degrees of freedom per node is developed by u...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1999
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| Online Access: | http://ndltd.ncl.edu.tw/handle/62020138515542198887 |