Dynamic Response of Three-Dimensional Framed Structures

[+] Author and Article Information
C. L. Lee

University of North Dakota, Grand Forks, N. D.

T. C. Huang

University of Wisconsin, Madison, Wisc.

J. Eng. Ind 96(3), 1022-1027 (Aug 01, 1974) (6 pages) doi:10.1115/1.3438402 History: Received June 11, 1973; Online July 15, 2010


The orthogonality condition for vibrating three-dimensional framed structures has been directly applied to solve initial value problems. In solving the dynamic response problems due to force and displacement excitations by using the mode expansion method it is necessary to use the same orthogonality condition.

Copyright © 1974 by ASME
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