TECHNICAL PAPERS
Feb 1, 1996

Controlled Semiactive Hydraulic Vibration Absorber for Bridges

Publication: Journal of Structural Engineering
Volume 122, Issue 2

Abstract

Heavy truck traffic on highway bridges is known to produce impact loads that cause large vibrations. This phenomenon can reduce the expected service life of many highway bridges. A means to mitigating those deleterious vibrations using an automatic control system that requires no pumps or line power is proposed. A semiactive hydraulic bridge vibration absorber that can be retrofitted to an existing bridge is described. The bridge/vehicle system is modeled, and a practical feedback control that uses either strain-gauge or accelerometer readings to sense the state of the system is synthesized. The results of an experimental test of the new system indicates reductions of peak amplitudes of 65–70%.

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References

1.
Abdel-Rohman, M., Quintana, V. H., and Leipholtz, H. H.(1980). “Optimal control of civil engineering structures.”J. Engrg. Mech., ASCE, 106(1), 57–73.
2.
Bishara, A. G., Liu, M. A., and El-Ali, N. D.(1993). “Wheel load distribution of simply supported skew I-beam composite bridges.”J. Struct. Engrg., ASCE, 119(2), 399–419.
3.
Chan, T. H. T., and O'Connor, C.(1990a). “Wheel loads from highway bridge strains: field studies.”J. Struct. Engrg., ASCE, 116(7), 1751–1771.
4.
Chan, T. H. T., and O'Connor, C.(1990b). “Vehicle model for highway bridge impact.”J. Struct. Engrg., ASCE, 116(7), 1772–1793.
5.
Cooper, J. D. (1990). “A new era in bridge engineering research.”Proc., 2nd Workshop on Bridge Engrg. Res. in Progress, 5–10.
6.
Das, A. K., and Dey, S. S.(1992). “Effects of tuned mass dampers on random response of bridges.”Comp. and Struct., 43(4), 745–750.
7.
“Exclusive bridge inventory update.” (1989). Better Roads, 59(11), 20.
8.
Feng, Q., and Shinozuka, M. (1990). “Use of a variable damper for hybrid control of bridge response under earthquake.”Proc., U.S. Nat. Workshop On Struct. Control Res.; Publ. No. CE-9013, G. W. Housner and S. F. Masri, eds., Univ. of Southern California, Los Angeles, Calif.
9.
Fragile foundations: a report on America's public works. (1988). Nat. Council on Public Works Improvement (NCPWI), Washington, D.C.
10.
GangaRao, H. V. S. (1992). “Impact factors for highway bridges.”Vehicle, tire, pavement interface, ASTM STP 1164, J. J. Henry and J. C. Wambold, eds., ASTM, Philadelphia, Pa., 115–166.
11.
Guide specifications for fatigue evaluation of existing steel bridges. (1990). Am. Assoc. of State Hwy. and Transp. Officials (AASHTO), Washington, D.C.
12.
Hrovat, D., Barak, P., and Rabins, M.(1983). “Semi-active versus passive or active tuned mass dampers for structural control.”J. Engrg. Mech., 109(3), 691–705.
13.
Hrovat, D., Margolis, F., and Hubbard, M.(1988). “An approach toward the optimal semiactive suspension.”J. Dynamic Sys., Measurement and Control, 110(3), 288–296.
14.
Ivers, D. E., and Miller, L. R. (1991). “Semi-active suspension technology: an evolutionary view.”Advanced automotive technologies, DE-V, 40, ASME/WAM, Atlanta, Ga.
15.
Karnopp, D.(1990). “Design principles for vibration control systems using semi-active dampers.”J. Dynamic Sys., Measurement and Control, 112(3), 449–455.
16.
Kawashima, K., Unjoh, S., and Shimizu, H. (1992). “Experiment on dynamic characteristics of variable damper.”Proc., Japan Nat. Symp./Workshop on Struct. Response Control, Sci. Council of Japan, Tokyo, Japan, 121.
17.
Lin, Y.-H., and Trethewey, M. W.(1993). “Active vibration suppression of beam structures subjected to moving loads: a feasibility study using finite elements.”J. Sound and Vibration, 166(3), 383–395.
18.
Liu, S. C., Lagorio, H. J., and Chong, K. P. (1991). “Status of U.S. research on structural control systems.”NIST Spec. Publ., N-820, U.S. Dept. of Commerce, Nat. Inst. of Standards and Technol., Gaithersburg, Md., 211–215.
19.
McCloy, D., and Martin, H. R. (1980). Control of fluid power: analysis and design, 2nd Ed., John Wiley & Sons, Inc., New York, N.Y.
20.
Meirovitch, L. (1967). Analytical methods in vibrations, MacMillan Limited, London, England.
21.
Moses, F., Schilling, C. G., and Raju, K. S. (1987). “Fatigue evaluation procedures for steel bridges.”Nat. Cooperative Hwy. Res. Rep. 299, Transp. Res. Board, Washington, D.C.
22.
Recording and coding guide for the structure inventory and appraisal of nation's bridges. (1988). U.S. Dept. of Transp., Federal Hwy. Admin., Washington, D.C.
23.
Sack, R. L., and Patten, W. (1993). “Semiactive hydraulic structural control.”Proc., Int. Workshop on Struct. Control; Publ. No. CE-9311, G. W. Housner and S. F. Masri, eds., Univ. of Southern California, Los Angeles, Calif.
24.
Sack, R. L., Kuo, C. C., Wu, H. C., Liu, L., and Patten, W. N. (1994). “Seismic motion control via semiactive hydraulic actuators.”Proc., U.S. 5th Nat. Conf. on Earthquake Engrg.
25.
Schilling, C. G.(1984). “Stress cycles for fatigue design of steel bridges.”J. Struct. Engrg., ASCE, 110(6), 1222–1224.
26.
Siwiecki, K. J., and Derby, T. F. (1972). “The full-scale experimental verification of an analytical model for evaluating methods of suppressing excessive bridge vibrations.”Tech. Rep.; DOT-FH-11-7799, U.S. Dept. of Transp., Washington, D.C.
27.
Soong, T. T.(1988). “State of the art review: active structural control in civil engineering.”Engrg. Struct., 10(2), 74–84.
28.
Soong, T. T. (1990). Active structural control: theory and practice . John Wiley & Sons, Inc., New York, N.Y.
29.
Stallings, J. M., and Yoo, C. H.(1993). “Tests and ratings of short-span steel bridges.”J. Struct. Engrg., ASCE, 119(7), 2150–2168.
30.
Tarhini, K. M., and Frederick, G. R.(1992). “Wheel load distribution in I-girder highway bridges.”J. Struct. Engrg., ASCE, 118(5), 1285–1295.
31.
Tiedeman, J. L., Albrecht, P., and Cayes, L. R.(1993). “Behavior of two-span continuous bridge under truck axle loading.”J. Struct. Engrg., ASCE, 119(4), 1234–1250.
32.
Wang, T. L., Huang, D. Z., and Shahawy, M.(1992). “Dynamic response of multigrider bridges.”J. Struct. Engrg., ASCE, 118(8), 2222–2238.
33.
Wang, T. L., Shahawy, M., and Huang, D. Z.(1993). “Probablistic fatigue life analysis of highway steel bridges.”Comp. and Struct., 48(2), 241–248.
34.
Zuraski, P. D.(1993). “Service performance of steel bridges compared to fatigue-life predictions.”J. Struct. Engrg., ASCE, 119(10), 3056–3068.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 122Issue 2February 1996
Pages: 187 - 192

History

Published online: Feb 1, 1996
Published in print: Feb 1996

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Authors

Affiliations

William N. Patten, Member, ASCE
Assoc. Prof., School of Aerosp. and Mech. Engrg., Univ. of Oklahoma, Norman, OK 73019.
Ronald L. Sack, Fellow, ASCE
Prof. and Dir., School of Civ. Engrg. and Envir. Sci., Univ. of Oklahoma, Norman, OK.
Qiwei He
Res. Asst., Ctr. for Struct. Control, Univ. of Oklahoma, Norman, OK.

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