Control of seismically excited cable-stayed bridge employing magnetorheological fluid dampers

Journal of Structural Engineering

Volumn 129, Issue 7, 2003, Pages 873-883

  Jung, Hyung Jo ^a   Spencer Jr , Billie F ^b   Lee, In Won ^c  

^a Sejong University   (South Korea)

^b UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

^c Korea Advanced Institute of Science and Technology (KAIST)   (South Korea)

Author keywords

Bridges, cable stayed; Control methods; Damping; Seismic stability

Indexed keywords

BENCHMARKING; CONTROL SYSTEMS; DAMPING; DATA REDUCTION; FLUID DYNAMICS; RIVERS; SEISMOLOGY;

CABLE-STAYED; CONTROL METHODS; MAGNETORHEOLOGICAL (MR) FLUID DAMPERS; SEISMIC STABILITY;

BRIDGES;

EID: 1542329794     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:7(873)     Document Type: Article

References (28)

1. American Society of Civil Engineers (ASCE). (1997). "Session 7WB, structural control: a benchmark comparison." Proc., ASCE Structures Congress XV, Portland, Ore., 2, 1265-1289.
2. Dyke, S. J., and Spencer, B. F., Jr. (1997). "A comparison of semiactive control strategies for the MR damper." Proc., IASTED Int. Conf. on Intelligent Information Systems, IEEE, Bahamas.
3. Dyke, S. J., Spencer, B. F., Jr., Sain, M. K., and Carlson, J. D. (1996). "Modeling and control of magnetorheological dampers for seismic response." Smart Mater. Struct., 5, 565-575.
4. Dyke, S. J., Spencer, B. F., Jr., Sain, M. K., and Carlson, J. D. (1998). "An experimental study of MR dampers for seismic protection." Smart Mater. Stuct.: Special Issue on Application to Large Civil Infrastructures, 7(5), 693-703.
5. Dyke, S. J., Turan, G., Caicedo, J. M., Bergman, L. A., and Hague, S. (2000). "Benchmark control problem for seismic response of cable-stayed bridges." 〈http://wusceel.cive.wustl.edu/quake/〉.
6. Earthquake Engineering and Structural Dynamics (EESD). (1998). "Special issue: benchmark problems." Earthquake Eng. Struct. Dyn., 27(11), 1125-1397.
7. International Association on Structural Control (IASC). (1998). "Session 10 - Benchmark tests of buildings." Proc., 2nd World Conf. on Structural Control, IASC, Kyoto, Japan, 2, 1349-1490.
8. Jansen, L. M., and Dyke, S. J. (2000). "Semiactive control strategies for MR dampers: Comparative study." J. Eng. Mech., 126(8), 795-803.
9. Johnson, E. A., Baker, G. A., Spencer, B. F., Jr., and Fujino, Y. (2002). "Semiactive damping of stay cables." J. Eng. Mech., in press.
10. Jung, H.-J., Spencer, B. F., Jr., and Lee, I.-W. (2001). "Benchmark control problem for seismically excited cable-stayed bridges using smart damping strategies." IABSE Conf. on Cable-Supported Bridges, Int. Assoc. for Bridge and Structural Eng. (IABSE), Seoul, Korea, Serial 84, 256.
11. Koh, H. M., Park, W., Park, K. S., Ok, S. Y., and Hahm, D. (2001). "Performance evaluation and cost effectiveness of semiactive vibration control system for cable-stayed bridges under earthquake excitation." IABSE Conf. on Cable-Supported Bridges, Int. Assoc. for Bridge and Structural Eng. (IABSE), Seoul, Korea.
12. Ohtori, Y., Christensen, R. E., Spencer, B. F., Jr., and Dyke, S. J. (2000). "Benchmark control problems for seismically excited nonlinear buildings." 〈http://www.nd.edu/∼quake/〉.
13. Ramallo, J. C., Johnson, E. A., and Spencer, B. F., Jr. (2002). " 'Smart' Base Isolation Systems." J. Eng. Mech., 128(10), 1088-1099.
14. Soong, T. T., and Grigoriu, M. (1993). Random vibration of mechanics and structural systems, Prentice-Hall, Englewood Cliffs, N.J.
15. Spencer, B. F., Jr., Dyke, S. J., and Deoskar, H. S. (1997a). "Benchmark problem in structural control." Proc., Structures Congress XV, ASCE, Portland, Ore., 2, 1265-1269.
16. Spencer, B. F., Jr., Dyke, S. J., Sain, M. K., and Carlson, J. D. (1997b). "Phenomenological model of a magnetorheological damper." J. Eng. Mech., 123(3), 230-238.
17. Spencer, B. F., Jr., Dyke, S. J., and Deoskar, H. S. (1998a). "Benchmark problems in structural control: I: Active mass driver system." Earthquake Eng. Struct. Dyn., 27(11), 1127-1139.
18. Spencer, B. F., Jr., Dyke, S. J., and Deoskar, H. S. (1998b). "Benchmark problems in structural control: II: Active tendon system." Earthquake Eng. Struct. Dyn., 27(11), 1141-1147.
19. Spencer, B. F., Jr., Johnson, E. A., and Ramallo, J. C. (2000). " 'Smart' isolation for seismic control." JSME Int. J., 43(3), 704-711.
20. Spencer, B. F., Jr., Suhardjo, J., and Sain, M. K. (1994). "Frequency domain optimal control strategies for aseismic protection. " J. Eng. Mech., 120(1), 135-158.
21. Stanway, R., Sproston, J. L., and Stevens, N. G. (1987). "Non-linear modeling of an electro-rheological vibration damper." J. Electrost., 20, 167-184
22. Wen, Y. K. (1976). "Method of random vibration of hysteretic systems." J. Eng. Mech. Div., Am. Soc. Civ. Eng., 102(2), 249-263.
23. Wilson, J., and Gravelle, W. (1991). "Modelling of a cable-stayed bridge for dynamic analysis." Earthquake Eng. Struct. Dyn., 20, 707-721.
24. Yang, G. (2001). "Large-scale magnetorheological fluid damper for vibration mitigation: modeling, testing and control." PhD dissertation, Univ. of Notre Dame, Ind.
25. Yang, G., Spencer, B. F., Jr., Carlson, J. D., and Sain, M. K. (2002). "Large-scale MR fluid dampers: Modeling, and dynamic performance considerations." Eng. Struct., 20, 309-323.
26. Yang, J. N., Wu, J. C., Samali, B., and Agrawal, A. K. (1997). "A benchmark problem for response control of wind-excited tall buildings." 〈http://www.eng.uci.edu/∼anil/benchmark-html〉.
27. Yoshioka, H., Ramallo, J., and Spencer, B. F., Jr. (2002). " 'Smart' base isolation strategies employing magnetorheological dampers." J. Eng. Mech., 128(5), 540-551.
28. Zhou, K., Doyle, J. C., and Glover, K. (1996). Robust and optimal control, Prentice-Hall, Englewood Cliffs, N.J.