Simple Case of Optimization for Transient Vibrations
Authors: Ko Hung Chan, Richard Johnson, and William R. Spillers [email protected]Author Affiliations
Publication: Journal of Engineering Mechanics
Volume 135, Issue 12
Abstract
This note describes the calculation of the optimal shape of a cantilever beam under two simple cases of transient loading.
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References
Haftka, R. T., Gurdal, Z., and Kamat, M. P. (1990). Elements of structural optimization, Kluwer Academic, Boston.
Kang, B. -S., Park, G. -S., and Arora, J. S. (2006). “A review of optimization of structures subjected to transient loads.” Struct. Multidiscip. Optim., 31, 81–95.
Pennington, S. V., and Berzina, M. (1994). “New NAG library software for first-order partial differential equations.” ACM Trans. Math. Softw., 20(1), 63–95.
Schiesser, W. E. (1991). “Numerical method of lines.” Academic Press, San Diego, Calif., ⟨http://www.lehigh.edu/~wes1/wes1.html⟩ (the software used in this note is a modification of the software of Professor Schiesser of Lehigh Univ.).
Vande Wouwer, A., Saucez, Ph., and Schiesser, W. E. (2001). Adaptive method of lines, CRC, Boca Raton, Fla.
Information & Authors
Information
Published In
Journal of Engineering Mechanics
Volume 135 • Issue 12 • December 2009
Pages: 1476 - 1478
Copyright
© 2009 ASCE.
History
Received: Jul 21, 2008
Accepted: Mar 24, 2009
Published online: Mar 26, 2009
Published in print: Dec 2009
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Authors
Affiliations
Ko Hung Chan
Engineer, Langan Engineering, 69 River Dr. Center 1, Elmwood Park, NJ 07407.
Richard Johnson
Principal, D. R. Johnson, Assoc., 16 West Blackwell St., Dover, NJ 07802.
Professor of Civil and Environmental Engineering, New Jersey Institute of Technology, ML King Blvd., Newark, NJ 07102 (corresponding author). E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.