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Semi-active vibration absorber based on real-time controlled MR damper
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“Weber [99] presented a semi-active vibration absorber (SVA) using a rotational MR damper (Fig. 15), known as MR-SVA, to reduce the vibrations of a bridge tested at Empa (Swiss Federal Laboratories for Materials Science and Technology) where the passive absorbers of the MR-SVA are properly adjusted to the target resonance frequency of the bridge.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [99]
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Research works printed but not linked: 47
- Matta, 2011, Performance of tuned mass dampers against near-field earthquakes, Struct. Eng. Mech., 39, 621, 10.12989/sem.2011.39.5.621 · DOI
- Schramm, 2010, Damping torsional interharmonic effects of large drives, IEEE Trans. Power Electron., 25, 10.1109/TPEL.2009.2033274 · DOI
- Qin, 2009, Design of frictional pendulum TMD and its wind control effectiveness, Earthq. Eng. Eng. Vibr., 29, 153
- Hazra, 2010, Re-tuning tuned mass dampers using ambient vibration measurements, Smart Mater. Struct., 19, 115002, 10.1088/0964-1726/19/11/115002 · DOI
- Occhiuzzi, 2008, Loading models and response control of foot-bridges excited by running pedestrians, Struct. Control Health Monit., 15, 349, 10.1002/stc.248 · DOI
- Casado, 2007, Adaptive tuned mass damper for the construction of concrete piers, Struct. Eng. Int., 17, 252, 10.2749/101686607781645806 · DOI
- Fisco, 2011, Smart structures: Part I – active and semi-active control, Sci. Iran., 18, 275, 10.1016/j.scient.2011.05.034 · DOI · Paper page
- Fisco, 2011, Smart structures: Part II – hybrid control systems and control strategies, Sci. Iran., 18, 285, 10.1016/j.scient.2011.05.035 · DOI
- Chen, 2011, Active mass damper control for cable stayed bridge under construction: an experimental study, Struct. Eng. Mech., 38, 141, 10.12989/sem.2011.38.2.141 · DOI
- Arrigan, 2011, Control of flapwise vibrations in wind turbine blades using semi-active tuned mass dampers, Struct. Control Health Monit., 18, 840, 10.1002/stc.404 · DOI
- Sun, 2009, TMD semi-active control with shape memory alloy, Harbin Gongye Daxue Xuebao/J. Harbin Inst. Technol., 41, 164
- Reiterer, 2008, Adaptive tuned liquid column dampers for structures: Part II – field tests, Stahlbau, 77, 205, 10.1002/stab.200810022 · DOI
- Nagarajaiah, 2007, Structures with semiactive variable stiffness single/multiple tuned mass dampers, J. Struct. Eng., 133, 67, 10.1061/(ASCE)0733-9445(2007)133:1(67) · DOI
- Jiang, 2006, Semi-active TMD with piezoelectric friction dampers in floor vibration control, Proc. SPIE – Int. Soc. Opt. Eng., 6169
- Lin, 2010, Vibration control of seismic structures using semi-active friction multiple tuned mass dampers, Eng. Struct., 32, 3404, 10.1016/j.engstruct.2010.07.014 · DOI
- Lin, 2010, Protection of seismic structures using semi-active friction TMD, Earthq. Eng. Struct. Dyn., 39, 635, 10.1002/eqe.961 · DOI
- Weber, 2012, Frequency and damping adaptation of a TMD with controlled MR damper, Smart Mater. Struct., 21, 055011, 10.1088/0964-1726/21/5/055011 · DOI
- Weber, 2013, Dynamic characteristics of controlled MR-STMDs of Wolgograd Bridge, Smart Mater. Struct., 22, 095008, 10.1088/0964-1726/22/9/095008 · DOI
- Weber, 2013, Real-time controlled tuned mass dampers for Wolgograd Bridge, Beton- und Stahlbetonbau, 108, 362, 10.1002/best.201300013 · DOI
- Weber, 2011, Adaptive TMD based on the emulation of positive and negative stiffness with MR damper, Smart Mater. Struct., 20, 015012, 10.1088/0964-1726/20/1/015012 · DOI
- Weber, 2014, Precise stiffness and damping emulation with MR dampers and its application to semi-active tuned mass dampers of Wolgograd Bridge, Smart Mater. Struct., 23, 015019, 10.1088/0964-1726/23/1/015019 · DOI
- Kang, 2011, Mitigation of wind response of a tall building using semi-active tuned mass dampers, Struct. Des. Tall Spec. Build., 20, 552, 10.1002/tal.609 · DOI
- Woo, 2011, Seismic response control of elastic and inelastic structures by using passive and semi-active tuned mass dampers, Smart Struct. Syst., 8, 239, 10.12989/sss.2011.8.3.239 · DOI
- Tse, 2007, Vibration control of a wind-excited benchmark tall building with complex lateral-torsional modes of vibration, Adv. Struct. Eng., 10, 283, 10.1260/136943307781422208 · DOI
- Lin, 2005, Semiactive control of building structures with semiactive tuned mass damper, Comput. Aided Civ. Infrastruct. Eng., 20, 35, 10.1111/j.1467-8667.2005.00375.x · DOI
- Fang, 2012, The design of dynamic vibration absorber on the engine of fire smoke exhausting robot, Appl. Mech. Mater., 105–107, 180, 10.4028/www.scientific.net/AMM.200.180 · DOI
- Jung, 2012, Electromagnetic synchronized switch damping for vibration control of flexible beams, IEEE/ASME Trans. Mechatron., 17, 1031, 10.1109/TMECH.2011.2157934 · DOI
- Chen, 2011, Theoretical research of the active-type dynamic vibration absorbers, Adv. Mater. Res., 255–260, 1820, 10.4028/www.scientific.net/AMR.255-260.1820 · DOI
- Kim, 2011, Robust broadband vibration control of a flexible structure using an electrical dynamic absorber, Smart Mater. Struct., 20, 075002, 10.1088/0964-1726/20/7/075002 · DOI
- Kim, 2011, Optimal and robust modal control of a flexible structure using an active dynamic vibration absorber, Smart Mater. Struct., 20, 045003, 10.1088/0964-1726/20/4/045003 · DOI
- Simi, 2011, Study on the tactic of adjusting stiffness of the nonlinear dynamic vibration absorber, J. Wuhan Univ. Technol. (Transp. Sci. Eng.), 35, 163
- Xu, 2011, Development of a mechanical semi-active vibration absorber, Adv. Vibr. Eng., 10, 229
- Yang, 2011, Dynamic vibration absorbers for vibration control within a frequency band, J. Sound Vibr., 330, 1582, 10.1016/j.jsv.2010.10.018 · DOI
- Hoang, 2011, An adaptive tunable vibration absorber using a new magnetorheological elastomer for vehicular powertrain transient vibration reduction, Smart Mater. Struct., 20, 015019, 10.1088/0964-1726/20/1/015019 · DOI
- Hoang, 2011, Design of a torsional dynamic absorber using magnetorheological elastomers for powertrain vibration control, Adv. Mater. Res., 230–232, 372, 10.4028/www.scientific.net/AMR.230-232.372 · DOI
- Kim, 2011, Suppressing harmonic vibrations of a miniature cryogenic cooler using an adaptive tunable vibration absorber based on magneto-rheological elastomers, Rev. Sci. Instrum., 82, 035103, 10.1063/1.3553198 · DOI
- Liao, 2011, The design of an active-adaptive tuned vibration absorber based on magnetorheological elastomer and its vibration attenuation performance, Smart Mater. Struct., 20, 075015, 10.1088/0964-1726/20/7/075015 · DOI
- Xu, 2010, An active-damping-compensated magnetorheological elastomer adaptive tuned vibration absorber, J. Intell. Mater. Syst. Struct., 21, 1039, 10.1177/1045389X10375485 · DOI
- Sun, 2011, Control of torsional rotor vibrations using an electrorheological fluid dynamic absorber, J. Vibr. Control, 17, 1253, 10.1177/1077546309359759 · DOI
- Savi, 2011, Numerical investigation of an adaptive vibration absorber using shape memory alloys, J. Intell. Mater. Syst. Struct., 22, 67, 10.1177/1045389X10392612 · DOI
- Koo, 2006, Experimental robustness analysis of magneto-rheological tuned vibration absorbers subject to mass off-tuning, J. Vibr. Acoust. – Trans. ASME, 128, 126, 10.1115/1.2128647 · DOI
- Cheung, 2012, Minimization of the mean square velocity response of dynamic structures using an active-passive dynamic vibration absorber, J. Acoust. Soc. Am., 132, 197, 10.1121/1.4714362 · DOI
- Zhu, 2012, Systematic design of a magneto-rheological fluid embedded pneumatic vibration isolator subject to practical constraints, Smart Mater. Struct., 21, 035006, 10.1088/0964-1726/21/3/035006 · DOI
- Pinkaew, 2001, Effectiveness of semi-active tuned mass dampers under harmonic excitation, J. Eng. Struct., 23, 850, 10.1016/S0141-0296(00)00091-2 · DOI
- Iemura, 2006, Negative stiffness friction damping for seismically isolated structures, Struct. Control Health Monit., 13, 775, 10.1002/stc.111 · DOI
- Weber, 2011, Clipped viscous damping with negative stiffness for semi-active cable damping, Smart Mater. Struct., 20, 045007, 10.1088/0964-1726/20/4/045007 · DOI
- Weber, 2013, Bouc-Wen model-based real-time force tracking scheme for MR dampers, Smart Mater. Struct., 22, 045012, 10.1088/0964-1726/22/4/045012 · DOI
Cited by
Sorted by citations
Invited Review: Recent developments in vibration control of building and bridge structures
Ghaedi, K., Ibrahim, Z., Adeli, H., & Javanmardi, A. (2017) · Journal of Vibroengineering · doi:10.21595/jve.2017.18900 · Cited by 146
“Weber [99] presented a semi-active vibration absorber (SVA) using a rotational MR damper (Fig.”
Method
Metadata
- Authors
- Weber, F.
- Affiliations
- Empa (CH)
- Corresponding author
- Weber, F.
- ORCID
- Weber, F.
- Venue
- Mechanical Systems and Signal Processing
- Publisher
- Elsevier BV
- Published
- 2014-06
- Volume
- 46
- Issue
- 2
- Pages
- 272-288
- ISSN
- 0888-3270 (ISSN-L)
- OpenAlex
- W1985190367
- Cited by
- 180
- References
- 0
- Citations by year
- 2026: 9 · 2025: 16 · 2024: 14 · 2023: 15 · 2022: 12 · 2021: 20 · 2020: 11 · 2019: 19 · 2018: 21 · 2017: 17 · 2016: 12 · 2015: 7 · 2014: 5
- FWCI
- 26.21
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Mechanical Systems and Signal Processing (publishedVersion)
- DORA Empa (Swiss Federal Laboratories for Materials Science and Technology (Empa)) (submittedVersion)
- Funders
- Eidgenössische Materialprüfungs- und Forschungsanstalt
- Space Technology Mission Directorate
- 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 › Control and Systems Engineering › Magnetic Bearings and Levitation Dynamics
- Keywords
- magnetorheological damper, real-time control, nonlinear adaptive control, internal friction, tuned mass damper, structural vibration reduction
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