Technical Papers
Sep 8, 2017

Experimental Test and Validation of a Direction- and Displacement-Dependent Viscous Damper

Publication: Journal of Engineering Mechanics
Volume 143, Issue 11

Abstract

Semiactive devices offer the opportunity to customize the device response, and thus to customize the overall structural hysteretic response. However, they are actively controlled and thus entail a significant addition of complexity and potentially cost for the added performance. This study introduces the concept, design, and experimental validation of a direction- and displacement-dependent (D3) device using viscous damping. D3 devices provide viscous damping in any individual or multiple quadrants of the force-displacement response. Previously only achievable using semiactive devices, this research presents an entirely passive and thus more robust and lower cost device. The D3 device design concept is presented and experimental tests are undertaken on a prototype device. Sinusoidal displacement inputs provide a range of velocity inputs and device forces used to characterize the damping behavior of the prototype and illustrate the ability to provide controllable viscous damping in any single or multiple quadrant(s) of the force-displacement response. Performance is characterized by device design parameters. The overall results provide a proof of concept for a new class of relatively low-cost passive devices that enable customized hysteretic behavior for any given structural application.

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References

Filiatrault, A., Tremblay, R., and Wanitkorkul, A. (2001). “Performance evaluation of passive damping systems for the seismic retrofit of steel moment-resisting frames subjected to near-field ground motions.” Earthquake Spectra, 17(3), 427–456.
Hazaveh, N. K., Chase, J. G., Rodgers, G. W., and Pampanin, S. (2015). “Control of structural response with a new semi-active viscous damping device.” Proc., 8th Int. Conf. on Behavior of Steel Structures in Seismic Areas, Tongji Univ., Shanghai, China.
Hazaveh, N. K., Pampanin, S., Rodgers, G., and Chase, J. (2014). “Novel semi-active viscous damping device for reshaping structural response.” Proc., Sixth World Conf. of the Int. Association for Structural Control and Monitoring, International Center for Numerical Methods in Engineering, Barcelona, Spain.
Hazaveh, N. K., Rodgers, G. W., Chase, J. G., and Pampanin, S. (2017). “Reshaping structural hysteresis response with semi-active viscous damping.” Bull. Earthquake Eng., 15(4), 1789–1806.
Hazaveh, N. K., Rodgers, G. W., Pampanin, S., and Chase, J. G. (2016). “Damping reduction factors and code-based design equation for structures using semi-active viscous dampers.” Earthquake Eng. Struct. Dyn., 45(15), 2533–2550.
Lin, W. H., and Chopra, A. K. (2002). “Earthquake response of elastic SDF systems with non-linear fluid viscous dampers.” Earthquake Eng. Struct. Dyn., 31(9), 1623–1642.
Miyamoto, H. K., and Singh, J. (2002). “Performance of structures with passive energy dissipators.” Earthquake Spectra, 18(1), 105–119.
Mulligan, K., et al. (2009). “Experimental validation of semi-active resetable actuators in a ⅕th scale test structure.” Earthquake Eng. Struct. Dyn., 38(4), 517–536.
Rodgers, G. W., Mander, J. B., Chase, J. G., Mulligan, K. J., Deam, B. L., and Carr, A. (2007). “Re-shaping hysteretic behaviour—Spectral analysis and design equations for semi-active structures.” Earthquake Eng. Struct. Dyn., 36(1), 77–100.
Symans, M. D., and Constantinou, M. C. (1995). Development and experimental study of semi-active fluid damping devices for seismic protection of structures, National Center for Earthquake Engineering Research, Buffalo, NY.
Tsopelas, P., and Constantinou, M. (1994). NCEER-Taisei research program on sliding seismic isolation systems for bridges: Experimental and analytical study of a system consisting of lubricated PTFE sliding bearings and mild steel dampers, National Center for Earthquake Engineering Research, Buffalo, NY.
Vargas, R., and Bruneau, M. (2007). “Effect of supplemental viscous damping on the seismic response of structural systems with metallic dampers.” J. Struct. Eng., 1434–1444.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 143Issue 11November 2017

History

Received: Sep 5, 2016
Accepted: May 24, 2017
Published online: Sep 8, 2017
Published in print: Nov 1, 2017
Discussion open until: Feb 8, 2018

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Authors

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Ph.D. Candidate, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand (corresponding author). ORCID: https://orcid.org/0000-0002-5058-0205. E-mail: [email protected]
Geoffrey W. Rodgers [email protected]
Associate Professor, Dept. of Mechanical Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand. E-mail: [email protected]
J. Geoffrey Chase [email protected]
Distinguished Professor, Dept. of Mechanical Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand. E-mail: [email protected]
Stefano Pampanin [email protected]
Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand; Professor, Dept. of Structural and Geotechnical Engineering, Sapienza Univ. of Rome, 00185 Rome, Italy. E-mail: [email protected]; [email protected]

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