TECHNICAL PAPERS
Jan 1, 1998

A Primer on Design of Semiactive Vibration Absorbers (SAVA)

Publication: Journal of Engineering Mechanics
Volume 124, Issue 1

Abstract

The paper defines a full model of the fluid dynamics that characterize hydraulic semiactive vibration absorbers (SAVAs) developed for structure application. A flow model is established that indicates that SAVAs are able to both store and dissipate energy. The work demonstrates that the effect of compressibility (at the piston and at the valve) and the variation of bulk modulus with pressure can be important to the design and implementation of an SAVA system for civil structures. The paper also describes laboratory procedures used to identify model parameters. The paper then describes the performance of the SAVA when used to provide vibration mitigation for a laboratory test structure. The expected results based on the model and experimental results are compared. The work indicates that SAVA technology provides a robust, reliable, and inexpensive means of achieving structural control.

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References

1.
Besinger, F. H., Cebon, D., and Cole, D. J.(1995). “Force control of a semi-active damper.”Vehicle Sys. Dyn., 24(9), 695–723.
2.
Bobrow, J. B., Jabbari, F., and Thai, K.(1995). “An active truss element and control law for vibration suppression.”Smart Mat. Struct., 4(4), 264–269.
3.
Constantinou, M. C., and Symans, M. D. (1992). “Experimental and analytical investigation of seismic response of structures with supplemental fluid viscous dampers.”Rep. No. NCEER-92-0032, SUNY, Buffalo, N.Y.
4.
Dowdell, D. J., and Cherry, S. (1994). “Structural control using semi-active friction dampers.”1st World Conf. on Struct. Control, Int. Assoc. for Struct. Control, Los Angeles, Calif., FA1-59–68.
5.
Dulay, I. K. (ed.), Fürész, F., Harkay, G., and Lukács, J. (1988). Fundamentals of hydraulic power transmission, studies in mechanical engineering. Vol. 7, Elsevier Science Publishing Co., Inc., New York, N.Y.
6.
Hrovat, D., Barak, P., and Rabins, M.(1983). “Semi-active versus passive or active tuned mass dampers for structural control.”J. Engrg. Mech., ASCE, 109(3), 691–705.
7.
Hrovat, D., Manjolis, D. L., and Hubbard, M. (1988). “An approach toward the optimal semi-active suspension.”Dynamic Systems, Measurement, and Control, 110(Sept.), 188–296.
8.
Ivers, D. E., and Miller, L. R. (1991). “Semi-active suspension technology: An evolutionary view.”Advanced automotive technologies, DE-Vol. 40, Am. Soc. of Mech. Engrg./Winter Annu. Meeting, Atlanta, Ga., 327–346.
9.
Karnopp, D., and Allen, R. R.(1976). “Semiactive control of multimode vibratory systems using the ILSM concept.”Trans. of ASME J. Engrg. for Industry, series B, 98(3), 914–918.
10.
Karnopp, D., Crosby, M. J., and Harwood, R. A. (1974). “Vibration control using semi-active force generators.”Trans. ASME J. Engrg. for Industry, series B 96(2), 619–626.
11.
Makris, N., Burton, S. A., Hill, D., and Jordan, M.(1996). “Analysis and design of ER damper for seismic protection of structures.”J. Engrg. Mech., ASCE, 122(10), 1003–1011.
12.
McCloy, D., and Martin, H. R. (1980). Control of fluid power: analysis and design, 2nd Ed., John Wiley & Sons, Inc., New York, N.Y.
13.
Merritt, H. E. (1967). Hydraulic control systems. John Wiley & Sons, Inc., New York, N.Y.
14.
Mo, C., Lee, J., Kuehn, J., Khaw, C., and Patten, W. N. (1996). “Fluid compressibility effects in semiactive vibration absorbers (SAVA).”Active control of vibration and noise, DE-Vol. 93, Am. Soc. of Mech. Engrs., Winter Annu. Meeting, Atlanta, Ga., 197–204.
15.
Patten, W. N., He, Q., Hu, J., and Sack, R. L. (1995). “Bridge vibration suppression using semiactive vibration absorbers.”Developments in computer aided design and modeling for structural engineering, B. H. V. Topping, ed., CIVIL-COMP Press, Edinburgh, Scotland, 237–243.
16.
Patten, W. N., He, Q., Kuo, C., Liu, L., and Sack, R. L. (1994a). “Suppression of vehicle induced bridge vibration via hydraulic semiactive vibration dampers (SAVD).”1st World Conf. on Struct. Control, Vol. 3, Int. Assoc. for Struct. Control, Los Angeles, Calif., FA1 30–38.
17.
Patten, W. N., He, Q., Kuo, C., Liu, L., and Sack, R. L. (1994b). “Seismic structural control via hydraulic semiactive vibration dampers (SAVD).”1st World Conf. on Struct. Control, Vol. 3, Int. Assoc. for Struct. Control, Los Angeles, Calif., FA2 83–89.
18.
Patten, W. N., Mo, C., Kuehn, J., Lee, J., and Khaw, C. (1996a). “Hydraulic semiactive vibration absorbers (SAVA); separating myth from reality.”IFAC 13th Triennial World Congr., Vol. L, Int. Fedn. of Automatic Control, San Francisco, Calif., 157–162.
19.
Patten, W. N., and Sack, R. L. (1994). “Semiactive control of civil engineering structures.”Proc. of the Am. Control Conf., Baltimore, Md., 1078–1082.
20.
Patten, W. N., Sack, R. L., and He, Q.(1996b). “A controlled semiactive hydraulic vibration absorbers for bridges for bridges.”J. Struct. Engrg., ASCE, 122(2), 187–192.
21.
Sabersky, R. H., Acosta, A. J., and Hamtmann, E. G. (1971). Fluid flow—a first course in fluid mechanics, 2nd Ed., Macmillan Publishing Co., Inc., New York, N.Y.
22.
Soong, T. T. (1990). Active structural control: theory & practice. Longman Scientific & Technical, New York, N.Y.
23.
Soong, T. T., and Manolis, G. D.(1987). “Active structures.”J. Struct. Engrg., ASCE, 113(11), 2290–2301.
24.
Symans, M. D., Constantinou, M. C., Taylor, D. P., and Garnjost, K. D. (1994). “Semi-active fluid viscous dampers for seismic response control.”1st World Conf. on Struct. Control, Vol. 3, Int. Assoc. for Struct. Control, Los Angeles, Calif., FA4, 3–12.
25.
White, F. M. (1986). Fluid mechanics. McGraw-Hill, Inc., New York, N.Y.

Information & Authors

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 124Issue 1January 1998
Pages: 61 - 68

History

Published online: Jan 1, 1998
Published in print: Jan 1998

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Authors

Affiliations

W. N. Patten, Member, ASCE,
P. E., Dir., Ctr. for Struct. Control (CSC) and Assoc. Prof., Univ. of Oklahoma, School of Aerospace and Mech. Engrg., 865 Asp Ave., Rm. 212, Norman, OK 73019.
C. Mo
Asst. Prof., Dept. of Automotive Engrg., #386, Gajang-dong, Sangju, Kyung-buk, Korea 742-771.
J. Kuehn
Grad. Res. Asst., CSC, Univ. of Oklahoma, School of Aerospace and Mech. Engrg., 865 Asp Ave., Rm. 212, Norman, OK.
J. Lee
Grad. Res. Asst., CSC, Univ. of Oklahoma, School of Aerospace and Mech. Engrg., 865 Asp Ave., Rm. 212, Norman, OK.

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