Research Article
Sep 1980
Forced Vibrations of Cable Networks
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 106, Issue 9
Abstract
Forced vibration response is investigated for hyperbolic paraboloid cable networks composed of a linkage of straight members connected by frictionless pins with concentrated masses lumped at the connection points. Newmark's β method is used for evaluation of the dynamic response through both a linear and a nonlinear formulation. The linear and nonlinear responses are compared and conclusions drawn regarding the extent to which the nonlinear aspects of the structural response must be considered.
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Published In
Journal of the Structural Division
Volume 106 • Issue 9 • September 1980
Pages: 1885 - 1898
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Sep 1980
Published online: Feb 1, 2021
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Authors
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Louis F. Geschwindner Jr., M.ASCE
Asst. Prof. of Architectural Engrg., The Pennsylvania State Univ., University Park, Pa.
Harry H. West, M.ASCE
Assoc. Prof. of Civ. Engrg., The Pennsylvania State Univ., University Park, Pa.
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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.