Technical Papers
May 28, 2020

Full-Scale Experimental Study on Vibration Control of Bridge Suspenders Using the Stockbridge Damper

Publication: Journal of Bridge Engineering
Volume 25, Issue 8

Abstract

The Stockbridge damper (SD) has been used for vibration mitigation of suspender cables subjected to vortex-induced and other types of resonant vibrations. This paper studies its effectiveness and robustness, as well as a simplified design method, by using full-scale suspender experiments. The experiments were conducted on a 36 m prototype suspender cable of a bottom-through arch bridge, and two SDs were designed to control, respectively, the first- and second-mode cable vibrations. The damping effects were tested by placing the damper at different locations, and the robustness of the damper was investigated by varying the cable tension force and hence the cable frequency, to produce deviations from the frequency tuning condition. Furthermore, combined effects of the two SDs were studied. The experimental results are discussed and compared with theoretical results based on complex modal analysis of a taut cable equipped with a linear tuned mass damper. The properties of the SD vibrating with small amplitude were used in the theoretical analysis. The experimental results show that the SD is effective and robust for suspender cable vibration control. The comparison indicates that the analytical analysis generally gives conservative predictions of the damping ratios as long as the damper is installed close to an antinode of the mode shape of the target mode. This suggests that the theoretical analysis can be used for practical design of SDs.

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Acknowledgments

This study was partly supported by the National Natural Science Foundation of China (Grant No. 51608390), which is gratefully acknowledged.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 25Issue 8August 2020

History

Received: Oct 2, 2019
Accepted: Mar 23, 2020
Published online: May 28, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 28, 2020

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Authors

Affiliations

Fangdian Di [email protected]
Ph.D. Student, Dept. of Bridge Engineering, School of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China. Email: [email protected]
Limin Sun, A.M.ASCE [email protected]
Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China. Email: [email protected]
Engineer, Liuzhou OVM Machinery Co. Ltd., Liuzhou 545006, China. Email: [email protected]
Research Associate Professor, Dept. of Bridge Engineering, School of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author). Email: [email protected]
Senior Engineer, Liuzhou OVM Machinery Co. Ltd., Liuzhou 545006, China. Email: [email protected]
Lijun Jiang [email protected]
Engineer, Liuzhou OVM Machinery Co. Ltd., Liuzhou 545006, China. Email: [email protected]
Yongquan Zhu [email protected]
Engineer, Liuzhou OVM Machinery Co. Ltd., Liuzhou 545006, China. Email: [email protected]

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