Research Article
Apr 1980
Natural Frequency of Timoshenko Beam on Flexible Base
Publication: Journal of the Engineering Mechanics Division
Volume 106, Issue 2
Abstract
The influence of base rotational and horizontal springs has been investigated for Euler and Timoshenko beams. The results were presented in terms of convenient dimensionless parameters so that the influence can be easily evaluated. The parameters were varied to cover the behavior of beams ranging from pure bending to pure shear. An example, demonstrating the use of the results to a multistory shear building, is included.
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Published In
Journal of the Engineering Mechanics Division
Volume 106 • Issue 2 • April 1980
Pages: 307 - 321
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Apr 1980
Published online: Feb 3, 2021
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Authors
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Anestis P. Papadopoulos
Sr. Engr., Holmes & Narver, Inc. Orange, Calif.
David M. Trujillo
Prin. Engr., Holmes & Narver, Inc., Orange, Calif.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.