Technical Papers
Apr 10, 2013

Impact of Key System Parameters on the In-Plane Dynamic Response of a Cable Network

Publication: Journal of Structural Engineering
Volume 140, Issue 3

Abstract

Using crossties to connect a cable which has experienced or is prone to violent motions with its neighbors and form a cable network has been successfully applied to a number of cable-stayed bridges to control stay cable vibrations. However, matured guidelines for designing crossties are still lacking. The present study aims at identifying key system parameters which dictate the in-plane dynamic behavior of a cable network and evaluate their respective roles. An analytical model of a general cable network consisting of n horizontally laid cables interconnected by a single line of transverse rigid crossties will be developed, based on which the key system parameters will be identified from the system characteristic equation. An extensive parametric study will be conducted to assess the impact of these parameters on the dynamic response of cable networks. The outcome from the study is expected to not only comprehend our understanding in the mechanics associated with cable networks, but also shed light on developing more effective and creative crosstie solutions.

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Acknowledgments

The authors are grateful to Natural Sciences and Engineering Research Council of Canada (NSERC) for supporting this project.

References

Ahmad, J. (2012). “Analytical study on the dynamic characteristics of cable networks.” M.S. thesis, Univ. of Windsor, ON, Canada.
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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 140Issue 3March 2014

History

Received: Jun 22, 2012
Accepted: Apr 8, 2013
Published online: Apr 10, 2013
Published in print: Mar 1, 2014
Discussion open until: Apr 19, 2014

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Authors

Affiliations

Javaid Ahmad
Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Windsor, 401 Sunset Ave., Windsor, ON, Canada N9B 3P4.
Shaohong Cheng [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Windsor, 401 Sunset Ave., Windsor, ON, Canada N9B 3P4 (corresponding author). E-mail: [email protected]

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