Analysis on impact responses of unrestrained planar frame structure(I)—Formula derivation
O347.1; The generalized Fourier-series method was used to derive the impact responses formula of an unrestrained planar frame structure when subjected to an impact of a moving rigid-body. By using these formula, the analytic solutions of dynamic responses of the contact-impact system can be obtained...
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| Veröffentlicht in: | Applied mathematics and mechanics 2005-11, Vol.26 (11), p.1449-1457 |
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| Hauptverfasser: | , , , |
| Format: | Artikel |
| Sprache: | eng |
| Online-Zugang: | Volltext |
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