An optimal method for the solution of the constrained eigenvalue/response problem for large structures comprising rigidly-connected substructures

Author:

Garvey S. D.,Penny J. E. T.

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Reference27 articles.

1. and , ‘Free vibration analysis by the modal substitution method’, AAS Paper 68-8-1, July 1968.

2. ‘A modal combination program for dynamic analysis of structures’. Tech. Memo. 33-290, Jet Propulsion Lab. Pasadena, Calif., Aug. 1966.

3. and , ‘Equivalent spring mass system for normal modes’, Tech. Memo. 33-380, Jet Propulsion Lab. Pasadena, Calif, Feb. 1971.

4. and , Proceedings of Symposium on Substructure Treatment and Synthesis, Marshall Space Flight Center, Huntsville, Alabama, Aug. 30, 1972.

5. Vibration Analysis of Structures by Component Mode Substitution

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