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Cited by 47Vibration Control and Rheological FluidsVibration and Dynamic AnalysisAeroelasticity and Vibration Control

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Timoshenko beam with tuned mass dampers and its design curves

Chen, Yung-Hsiang, Huang, Yen-Hui·2004·Journal of Sound and Vibration
DOI 10.1016/j.jsv.2003.10.013
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Research works printed but not linked: 24

  1. Snowdon, 1975, Vibration of simply supported rectangular and square plate to which lumped masses and dynamic vibration absorbers are attached, The Journal of The Acoustical Society of America, 57, 646, 10.1121/1.380488 · DOI
  2. Jacquot, 1973, Optimal random vibration absorbers, Journal of Engineering Mechanics Division, American Society of Civil Engineers, 99, 612, 10.1061/JMCEA3.0001771 · DOI
  3. Jacquot, 1978, Optimal dynamic vibration absorbers for general beam systems, Journal of Sound and Vibration, 60, 535, 10.1016/S0022-460X(78)80090-X · DOI
  4. Warburton, 1975, Reduction of harmonic response of cylindrical shell, Journal of Engineering for Industry, American Society of Mechanical Engineers, 97, 1371
  5. Ayorinde, 1980, Minimizing structural vibrations with absorbers, Earthquake Engineering and Structural Dynamics, 8, 219, 10.1002/eqe.4290080303 · DOI
  6. Warburton, 1981, Optimum absorber parameters for minimizing vibration response, Earthquake Engineering and Structural Dynamics, 9, 251, 10.1002/eqe.4290090306 · DOI
  7. Randal, 1981, Optimal vibration absorbers for linear damped system, Journal of Mechanical Design, American Society of Mechanical Engineers, 103, 908
  8. Warburton, 1982, Optimum absorber parameters for various combinations of response and excitation parameters, Earthquake Engineering and Structural Dynamics, 10, 381, 10.1002/eqe.4290100304 · DOI
  9. Soom, 1983, Optimal design of linear and nonlinear vibration absorber for damped systems, Journal of Engineering for Industry, American Society of Mechanical Engineers, 105, 112
  10. Abe, 1994, Dynamic characterization of multiple tuned mass dampers and some design formulas, Earthquake Engineering and Structural Dynamics, 23, 813, 10.1002/eqe.4290230802 · DOI · Paper page
  11. Klasztorny, 1995, Reduction of steady-state forced vibrations of structures with dynamic absorber, Earthquake Engineering and Structural Dynamics, 24, 1155, 10.1002/eqe.4290240808 · DOI
  12. Gürgöze, 2001, Bending vibrations of beams coupled by a double spring–mass system, Journal of Sound and Vibration, 243, 361, 10.1006/jsvi.2000.3442 · DOI
  13. Asami, 2002, Analytical solutions to H∞ and H2 optimization of dynamic vibration absorbers attached to damped linear system, Journal of Vibration and Acoustics, Transaction of American Society of Mechanical Engineers, 124, 284, 10.1115/1.1456458 · DOI
  14. Chen, 1987, General dynamic-stiffness matrix of a Timoshenko beam for transverse vibration, Journal of Earthquake Engineering and Structural Dynamics, 15, 391, 10.1002/eqe.4290150308 · DOI
  15. Chen, 1988, General dynamic shape function and stiffness matrix and their application to structural-borne noise on ships, Journal of Ship Research, SNAME, 32, 177, 10.5957/jsr.1988.32.3.177 · DOI
  16. Chen, 1990, Parametric study of Ship-Hull vibration, International Shipbuilding Progress, 37, 151
  17. Chen, 1993, Axially-loaded damped Timoshenko beam on viscoelastic foundation, International Journal for Numerical Methods in Engineering, 36, 1013, 10.1002/nme.1620360609 · DOI
  18. Chen, 1994, Dynamic characteristics of layered beam with flexible core, Journal of Vibration and Acoustics, American Society of Mechanical Engineers, 116, 350, 10.1115/1.2930435 · DOI
  19. Chen, 1995, Beam on viscoelastic foundation and layered beam, Journal of Engineering Mechanics, American Society of Civil Engineers, 121, 340, 10.1061/(ASCE)0733-9399(1995)121:2(340) · DOI
  20. Chen, 1996, Beam length and dynamic stiffness, Computer Methods in Applied Mechanics and Engineering, 129, 311, 10.1016/0045-7825(95)00912-4 · DOI
  21. Chen, 1998, Structural analysis and optimal design of a dynamic absorbing beam, Journal of Sound and Vibration, 212, 759, 10.1006/jsvi.1997.1412 · DOI
  22. Chen, 2000, Dynamic response of elevated high-speed railway, Journal of Bridge Engineering, American Society of Civil Engineers, 5, 124
  23. Chen, 2000, Dynamic stiffness of infinite Timoshenko beam on viscoelastic foundation in moving coordinate, International Journal for Numerical Methods in Engineering, 48, 1, 10.1002/(SICI)1097-0207(20000510)48:1<1::AID-NME858>3.0.CO;2-G · DOI
  24. Chen, 2001, Response of an infinite Timoshenko beam on a viscoelastic foundation to a harmonic moving load, Journal of Sound and Vibration, 241, 809, 10.1006/jsvi.2000.3333 · DOI

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Metadata

Authors
Chen, Y.-H., & Huang, Y.-H.
Affiliations
  • National Taiwan University (TW)
  • National Chung Shan Institute of Science and Technology (TW)
Corresponding author
Chen, Yung-Hsiang
ORCID
Chen, Yung-Hsiang
Venue
Journal of Sound and Vibration
Publisher
Elsevier BV
Published
2004-12
Volume
278
Issue
4-5
Pages
873-888
ISSN
0022-460X (ISSN-L)
DOI
10.1016/j.jsv.2003.10.013
OpenAlex
W2024962198
Cited by
47
References
0
Citations by year
2026: 1 · 2025: 2 · 2024: 1 · 2023: 4 · 2022: 4 · 2021: 5 · 2020: 2 · 2019: 6 · 2018: 3 · 2017: 2 · 2016: 2 · 2015: 1 · 2014: 1 · 2012: 4
FWCI
1.61
Type
journal article
Language
en
Open access
closed
Licence
www.elsevier.com/tdm/userlicense/1.0/ (tdm)
Locations
Journal of Sound and Vibration (publishedVersion)
Funders
National Science Council
Topics
  • Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
  • Physical Sciences › Engineering › Mechanical Engineering › Vibration and Dynamic Analysis
  • Physical Sciences › Engineering › Aerospace Engineering › Aeroelasticity and Vibration Control
Keywords
Timoshenko beam theory, tuned mass damper, dynamic stiffness matrix, harmonic excitation, two-degree-of-freedom system, optimal damping ratio, mass ratio, stiffness ratio, design charts, vibration control

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