Author:
Gordon Robert,Hollkamp Joseph
Publisher
American Institute of Aeronautics and Astronautics
Reference12 articles.
1. A FINITE ELEMENT TIME DOMAIN MODAL FORMULATION FOR LARGE AMPLITUDE FREE VIBRATIONS OF BEAMS AND PLATES
2. Determination of nonlinear stiffness with application to random vibration of geometrically nonlinear structures
3. 4Gordon, R.W., Hollkamp, J.J., and Spottswood, S.M. "Nonlinear Response of a Clamped-Clamped Beam to Random Base Excitation," Proceedings of the 8th International Conference on Recent Advances in Structural Dynamics, University of Southampton, 2003.
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