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Variable friction device for structural control based on duo-servo vehicle brake: Modeling and experimental validation
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Cao et al. proposed a semi-active variable friction damper based on the duo-servo drum brake technology of vehicles, and fabricated a scaled-down prototype to characterize its dynamic performance.
“Cao et al. [94] proposed a semi-active VFD based on the duo-servo drum brake technology of vehicles. To evaluate the damper, they fabricated a scaled-down prototype and characterized its dynamic performance.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [94]
Citations
Cites
No references could be resolved yet.
Research works printed but not linked: 31
- Symans, 2008, Energy dissipation systems for seismic applications: current practice and recent developments, Journal of Structural Engineering, 134, 3, 10.1061/(ASCE)0733-9445(2008)134:1(3) · DOI
- Mualla, 2002, Performance of steel frames with a new friction damper device under earthquake excitation, Engineering Structures, 24, 365, 10.1016/S0141-0296(01)00102-X · DOI
- Pall, 1980, Friction joints for seismic control of large panel structures, Journal Prestressed Concrete Institute, 25, 38
- Pall, 1982, Response of friction damped braced frames, Journal of Structural Engineering, 108, 1313
- Filiatrault, 1987, Performance evaluation of friction damped braced steel frames under simulated earthquake loads, Earthquake Spectra, 3, 57, 10.1193/1.1585419 · DOI
- FitzGerald, 1989, Slotted bolted connections in aseismic design for concentrically braced connections, Earthquake Spectra, 5, 383, 10.1193/1.1585528 · DOI
- Grigorian, 1993, Slotted bolted connection energy dissipators, Earthquake Spectra, 9, 491, 10.1193/1.1585726 · DOI
- Morgen, 2004, A friction damper for post-tensioned precast concrete beam-to-column joints, Precast/Prestressed Concrete Institute Journal, 49, 112
- Lin, 2012, Seismic performance of a large-scale steel self-centering moment-resisting frame, Journal of Structural Engineering, 139, 1227, 10.1061/(ASCE)ST.1943-541X.0000661 · DOI
- Panchal, 2008, Variable friction pendulum system for near-fault ground motions, Structural Control and Health Monitoring, 15, 568, 10.1002/stc.216 · DOI
- Mirtaheri, 2011, Numerical and experimental study of hysteretic behavior of cylindrical friction dampers, Engineering Structures, 33, 3647, 10.1016/j.engstruct.2011.07.029 · DOI
- Kannan, 1995, Active control of building seismic response by energy dissipation, Earthquake Engineering and Structural Dynamics, 24, 747, 10.1002/eqe.4290240510 · DOI
- Vesselenyi, 2007, Fuzzy and neural controllers for a pneumatic actuator, International Journal of Computers Communications and Control, 2, 375, 10.15837/ijccc.2007.4.2368 · DOI
- Mehmood, 2011, Modeling identification and simulation of pneumatic actuator for vgt system, Sensors and Actuators A, 165, 367, 10.1016/j.sna.2010.11.006 · DOI
- Yang, 2002, Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes, Engineering Structures, 24, 271, 10.1016/S0141-0296(01)00094-3 · DOI
- Lorenz, 2006, A novel engine mount with semi-active dry friction damping, Shock and Vibration, 13, 559, 10.1155/2006/263251 · DOI
- Narasimhan, 2006, Smart base isolated buildings with variable friction systems, Earthquake Engineering and Structural Dynamics, 35, 921, 10.1002/eqe.559 · DOI
- Kawamoto, 2008, Electro-mechanical suspension system considering energy consumption and vehicle manoeuvre, Vehicle System Dynamics, 46, 1053, 10.1080/00423110802056263 · DOI
- Chen, 2004, Shake table tests of a quarter-scale three-storey building model with piezoelectric friction dampers, Structural Control and Health Monitoring, 11, 239, 10.1002/stc.41 · DOI
- Lu, 2009, A theoretical study on piezoelectric smart isolation system for seismic protection of equipment in near-fault areas, Journal of Intelligent Material Systems and Structures, 20, 217, 10.1177/1045389X08091120 · DOI
- O. Durmaz, W.W. Clark, D.S. Bennett, J.S. Paine, M.N. Samuelson, Experimental and analytical studies of a novel semi-active piezoelectric coulomb damper, In: SPIE׳s 9th Annual International Symposium on Smart Structures and Materials, International Society for Optics and Photonics, 2002, pp. 258–273. · DOI
- Xu, 2008, Seismic protection of a building complex using variable friction damper: experimental investigation, Journal of Engineering Mechanics, 134, 637, 10.1061/(ASCE)0733-9399(2008)134:8(637) · DOI
- Dai, 2012, Structural passive control on electromagnetic friction energy dissipation device, Thin-Walled Structures, 58, 1, 10.1016/j.tws.2012.03.017 · DOI
- Agrawal, 2000, Semiactive Control Strategies for Buildings Subject to Near Field Earthquakes, 359
- Laflamme, 2012, Modified friction device for control of large-scale systems, Structural Control and Health Monitoring, 19, 548, 10.1002/stc.454 · DOI
- D.P. Taylor, Toggle brace dampers: a new concept for structural control, Proceedings of the 2000 Structures Congress and Exposition on Advanced Technology in Structural Engineering, 2000. · DOI
- C. Huang, R. McNamara, The efficiency of the motion amplification device with viscous damper, 8th National Conference for Earthquake Engineering, vol. 62, 2006.
- Constantinou, 2001, Toggle-brace-damper seismic energy dissipation systems, Journal of Structural Engineering, 127, 105, 10.1061/(ASCE)0733-9445(2001)127:2(105) · DOI
- Laflamme, 2011, Wavelet network for semi-active control, Journal of Engineering Mechanics, 137, 462, 10.1061/(ASCE)EM.1943-7889.0000248 · DOI
- Olsson, 1998, Friction models and friction compensation, European Journal of Control, 4, 176, 10.1016/S0947-3580(98)70113-X · DOI
- Jiménez, 2005, Lugre friction model for a magnetorheological damper, Structural Control and Health Monitoring, 12, 91, 10.1002/stc.58 · 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
“[94] proposed a semi-active VFD based on the duo-servo drum brake technology of vehicles.”
Background
Metadata
- Authors
- Cao, L., Downey, A., Laflamme, S., Taylor, D., & Ricles, J.
- Affiliations
- Iowa State University (US)
- Lehigh University (US)
- Corresponding author
- Cao, Liang
- Venue
- Journal of Sound and Vibration
- Publisher
- Elsevier BV
- Published
- 2015-07
- Volume
- 348
- Pages
- 41-56
- ISSN
- 0022-460X (ISSN-L)
- OpenAlex
- W1970009031
- Cited by
- 49
- References
- 0
- Citations by year
- 2026: 4 · 2025: 4 · 2024: 2 · 2023: 2 · 2022: 2 · 2021: 2 · 2020: 7 · 2019: 8 · 2018: 6 · 2017: 7 · 2016: 5
- FWCI
- 9.92
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Journal of Sound and Vibration (publishedVersion)
- Iowa State University Digital Repository (Iowa State University) (submittedVersion)
- Funders
- National Science Foundation (1300960)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Mechanical Engineering › Hydraulic and Pneumatic Systems
- Physical Sciences › Engineering › Control and Systems Engineering › Dynamics and Control of Mechanical Systems
- Keywords
- semi-active vibration control, structural vibration reduction, friction modeling, LuGre friction model, hydraulic pressure, earthquake response, passive damping
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