DISCUSSIONS AND CLOSURES
May 1, 1991
Closure to “New Formulation for Vibration Analysis” by R. J. Melosh and H. A. Smith (March, 1989, Vol. 115, No. 3)
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Engineering Mechanics
Volume 117, Issue 5
0733-9399(1991)117:5(1199.2)/asset/0534d99b-1ab4-4da0-82d7-5c1682e189ce/assets/(asce)0733-9399(1991)117:5(1199.2).fp.png)
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References
1.
Smith, H. A. (1989). “Dynamic modeling of trusses and frames with arbitrary stiffness and mass using the unsymmetric exact formulation,” thesis presented to Duke University, at Durham, North Carolina, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
2.
Smith, H. A., and Melosh, R. J. (1990a). “Dynamic modelling of skeletal systems with arbitrary mass distributions.” Int. J. Numer. Methods Eng., 29, 1219–1228.
3.
Smith, H. A., and Melosh, R. J. (1990b). “The unsymmetric formulation for vibration analysis of frames.” Comput. Struct., 36(3), 531–537.
Information & Authors
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Published In
Journal of Engineering Mechanics
Volume 117 • Issue 5 • May 1991
Pages: 1199 - 1200
Copyright
Copyright © 1991 ASCE.
History
Published online: May 1, 1991
Published in print: May 1991
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Authors
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H. A. Smith
Asst. Prof., Dept. of Civ. Engrg., Stanford Univ., Stanford, CA 94305‐4020
R. J. Melosh, Members, ASCE
Prof., Dept. of Civ. and Envir. Engrg., Duke Univ., Durham, NC 27706
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