Theoretical Study on Cable’s Vibration Control by Single TMD

Dong Liang; Ji Xiang Song

doi:10.4028/www.scientific.net/AMR.935.211

Paper Titles

Effect of Microwave Incinerated Rice Husk Ash (MIRHA) on Workability and Compressive Strength of Concrete
p.193

Energy Efficient Construction Using Carbon Neutral Blocks
p.197

Natural Energy Efficient Materials for Rock Cut Architecture in Case of Kandovan, Iran
p.202

Lessons from Sukur Vernacular Architecture: A Building Material Perspective
p.207

Theoretical Study on Cable’s Vibration Control by Single TMD
p.211

Cofferdam Construction Monitoring of Haihe Bridge
p.215

Test Study of Transverse Prestressed Tendons (TPTS) on the Mechanical Performance of Hollow Slab Bridge
p.220

Effect of Titanium Oxide on Fire Performance of Intumescent Fire Retardant Coating
p.224

Effects of Eccentric Load on Un-Strengthen and CFRP Strengthened RC Beams
p.229

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 935Theoretical Study on Cable’s Vibration Control by...

Theoretical Study on Cable’s Vibration Control by Single TMD

Abstract:

The commonly used viscous dampers for cable’s vibration mitigation have some unfavorable factors, such as the damping effect is not obvious for super long stay cable, the limitation of installation position, coupling vibration, etc. The cable-tuned mass damper system vibration model is put forward to solve this problem. The optimal cable-tuned mass damper system modal damping ratio and optimum design parameters, including cable vibration order, TMD’s stiffness, TMD’s mass, and TMD’s damping, were obtained by the method of complex models. The results can provide important reference for the design of TMD for stay cable.

You might also be interested in these eBooks

Green Technologies and Sustainable Development in Construction

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 935)

Pages:

211-214

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.935.211

Citation:

Cite this paper

Online since:

May 2014

Authors:

Dong Liang*, Ji Xiang Song

Keywords:

Complex Modal Analysis, Modal Damping Ratio, Stay Cable, Tuned Mass Damper (TMD), Vibration Mitigation

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Hiroki Yamaguchi, Fujino, Y., Stayed cable dynamics and its vibration control, in: A. Larsen and S. Esdahl (Eds. ), Bridge aerodynamics, Balkema, Rotterdam, 1998, pp.235-253.

Google Scholar

[2] Pacheco, B. M., Fujino, Y., and Sulekh, A. Estimation curve for modal damping in stay cables with viscous damper. J. Struct. Eng. 119 (1993) 1961-(1979).

DOI: 10.1061/(asce)0733-9445(1993)119:6(1961)

Google Scholar

[3] Krenk, S. Vibrations of a taut cable with an external damper. J. Appl. Mech. 67 (2000) 772-776.

DOI: 10.1115/1.1322037

Google Scholar

[4] Krenk, S. and J.R. Hogsberg, Damping of Cables by a Transverse Force. Journal of Engineering Mechanics. 131 (2005) 340-348.

DOI: 10.1061/(asce)0733-9399(2005)131:4(340)

Google Scholar

[5] E. A. Johnson, G. A. Baker, J. B. F. Spencer and Fujino, Y., Semiactive Damping of Stay Cables. J Eng Mech. 133 (2007) 1-11.

DOI: 10.1061/(asce)0733-9399(2007)133:1(1)

Google Scholar

[6] Wu, W.J., Cai, C.S., Cable vibration control with a semiactive MR damper-numerical simulation and experimental verification. Engineering and Mechanics. 34 (2010) 611-623.

DOI: 10.12989/sem.2010.34.5.611

Google Scholar

[7] Wu, W.J., Cai, C.S., Comparison of deck-anchored damper and clipped tuned mass damper on cable vibration reduction. Structural Engineering and Mechanics. 32 (2009) 741-754.

DOI: 10.12989/sem.2009.32.6.741

Google Scholar