Research Article
May 1974
Dynamic Analysis of Cable-Stiffened Structures
Publication: Journal of the Structural Division
Volume 100, Issue 5
Abstract
A method is presented for computing the nonlinear dynamic response of planar 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 two types of cable-stayed bridges. Results are presented for the static, linear dynamic, and nonlinear dynamic responses of these structures. The effect of damping is also indicated in the computations. It is found that for the structures under investigation a linear dynamic analysis is suitable.
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Published In
Journal of the Structural Division
Volume 100 • Issue 5 • May 1974
Pages: 971 - 981
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: May 1974
Published online: Feb 1, 2021
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Authors
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Nicholas F. Morris, M.ASCE
Assoc. Prof., Civ. Engrg. Dept., Polytechnic Inst. of New York, Brooklyn, 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.