Nonlinear Self-Defined Truss Element Based on the Plane Truss Structure with Flexible Connector
Author:
Publisher
Springer New York
Link
http://link.springer.com/content/pdf/10.1007/978-1-4419-5754-2_28
Reference12 articles.
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3. Junjiro O, Tetsuni S, Kenji M (1995) Passive damping of truss vibration using preloaded joint backlash. AIAA J 33(7):1335–1341
4. Bindemann AC, Ferri AA (1995) Large amplitude vibration of a beam restrained by a non-linear sleeve joint. J Sound Vib 184(1):19–34
5. Hsu ST, Griffin JH, Bielak J (1989) How gravity and joint scaling affect dynamic response. AIAA J 27(9):1280–1287
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