Geometrically Nonlinear Analysis of Planar Beam Structures under Displacement Type Loading
碩士 === 國立交通大學 === 機械工程研究所 === 86 === A co-rotational total Lagrangian finite element formulation and a numerical procedure for the geometrically nonlinear analysis of planar Euler beam under displacement loading are presented. The nodal coordinates, displacements, rotations, and the equilibrium...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
1998
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| Online Access: | http://ndltd.ncl.edu.tw/handle/86289678884400882969 |