Research Article
Mar 1976
Analysis of Cable-Stiffened Space Structures
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 102, Issue 3
Abstract
A method is presented for computing the nonlinear dynamic response of three-dimensional cable-stiffened structures. The nonlinear dynamic equations are reduced to a smaller system by expanding the unknown variables as a series of mode shapes which were found by an eigenvalue analysis of the linear dynamic equations. The method is applied to a single plane cable-stayed bridge. Results are obtained for linear and nonlinear dynamic response due to earthquake, vortex excitation, and wind gusting. It is confirmed that a linear analysis is suitable for cable-stayed bridges.
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Information
Published In
Journal of the Structural Division
Volume 102 • Issue 3 • March 1976
Pages: 501 - 513
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Mar 1976
Published online: Feb 1, 2021
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Authors
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Nicholas F. Morris, M.ASCE
Assoc. Prof. Dept. of Civ. Engrg., Manhattan Coll., Bronx, N.Y.
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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.