DYNAMIC EQUILIBRIUM EQUATIONS OF NON-PRI
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C.-N. CHEN
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Article
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2000
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Elsevier Science
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English
⚖ 167 KB
In this paper, Hamilton's principle is used to derive the dynamic equilibrium equations of beams of generic section. The displacements are de"ned on an arbitrarily selected co-ordinate system. For Hamilton's principle, the dynamic behavior of non-prismatic beams is characterized by two energy functi