Numerical investigation of an MR damper-based smart passive control system for mitigating vibration of stay cables

Structural Engineering and Mechanics

Volumn 37, Issue 4, 2011, Pages 443-458

  Kim, In Ho ^a   Jung, Hyung Jo ^a   Kim, Jeong Tae ^b  

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

^b Pukyong National University   (South Korea)

Author keywords

Cable vibration; Electromagnetic induction; Mr damper; Smart passive control system

Indexed keywords

CABLE STAYED BRIDGES; CABLES; CONTROL SYSTEM ANALYSIS; DAMPING; ELECTROMAGNETIC INDUCTION; VIBRATION CONTROL;

CABLE VIBRATION; ELECTROMAGNETIC INDUCTIONS (EMI); EXTERNAL POWER SUPPLIES; MAGNETO-RHEOLOGICAL DAMPERS; MR DAMPERS; NUMERICAL INVESTIGATIONS; SEMI-ACTIVE CONTROL SYSTEMS; SMART PASSIVE CONTROL;

VIBRATION ANALYSIS;

EID: 79551709925     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2011.37.4.443     Document Type: Article

References (11)

1. Cho, S.W., Jung, H.J. and Lee, I.W. (2005), "Smart passive control system based on magnetorheological damper", Smart Mater. Struct., 14, 707-714.
2. Choi, K.M., Lee, H.J., Cho, S.W. and Lee, I.W. (2008), "Modified energy dissipation algorithm for seismic structures using magnetorheological damper", KSCE J. Civil Eng, 11, 121-126.
3. Christenson, R.E. (2001), "Semiactive control of civil structures for natural hazard mitigation: analytical and experimental studies", Ph.D. Dissertation, Department of Civil Engineering and Geological Sciences, University of Notre Dame, Indiana.
4. Craig, R., Jr. (1981), Structural Dynamics: An Introduction to Computer Method, Wiley, New York.
5. Deodatis, G. (1996), "Simulation of ergodic multivariate stochastic processes", J. Eng. Mech.-ASCE, 122, 778-787.
6. Duan, Y.F., Ko, J.M., Ni, Y.Q. and Chen, Z.Q. (2002), "Field comparative tests of cable vibration control using MR dampers in single and twin damper setups", Advances in Steel Structures, Elsevier, Oxford.
7. Hikami, Y. and Shiraishi, N. (1988), "Rain-wind induced vibration of cables in cable-stayed bridges", J. Wind Eng. Ind. Aerod., 29, 409-418.
8. Irvine, H.M. (1981), Cable Structures, MIT Press, Cambridge, Massachusetts.
9. Jansen L.M. Dyke S.J. Semiactive control strategies for MR dampers: Comparative study Journal of Engineering Mechanics 2000 126 8 795-803 DOI 10.1061/(ASCE)0733-9399(2000)126:8(795) Jansen, L.M. and Dyke, S.J. (2000), "Semiactive control strategies for MR dampers: comparative study", J. Eng. Mech.-ASCE, 126 (8), 795-803. (Pubitemid 30638728)
10. Johnson, E.A., Spencer, B.F., Jr. and Fujino, Y. (1999), "Semiactive damping of stay cables: a preliminary study", Proceedings of the Seventeenth International Modal Analysis Conference, Florida, USA.
11. Johnson, E.A., Baker, G.A., Spencer, B.F., Jr. and Fujino, Y. (2000), "Mitigating stay cable oscillation using semiactive damping", Smart Structures and Materials 2000: Smart Systems for Bridges, Structures, and Highways (Ed. Liu, S.C.), Proceedings of SPIE, 3988, 207-216.