Control of nonlinear bridge response with pounding effect by variable dampers

Engineering Structures

Volumn 25, Issue 5, 2003, Pages 593-606

  Ruangrassamee, A ^a   Kawashima, K ^b  

^a CHULALONGKORN UNIVERSITY   (Thailand)

^b TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Bridges; Nonlinear dynamic analysis; Pounding; Semi active control; Variable damper

Indexed keywords

DAMPING; DEFORMATION; FRICTION; SEISMOLOGY;

NONLINEAR BRIDGE RESPONSE;

BRIDGES;

BRIDGE; DAMPING; DYNAMIC RESPONSE; GROUND MOTION; HYSTERESIS; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 0037375797     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00169-4     Document Type: Article

References (22)

1. Robinson WH, Greenbank LR. An extrusion energy absorber suitable for the protection of structures during earthquakes. Earthquake Engineering and Structural Dynamics 1976;4:251-9.
2. Skinner RI, Robinson WH, McVerry GH. An introduction to seismic isolation. New York: John Wiley & Sons, 1993.
3. Buckle I, Mayes R. History and application of seismic isolation to highway bridges. In: Proceedings of the 1st US-Japan Workshop on Earthquake Protective Systems: National Center for Earthquake Engineering Research, State University of New York, Buffalo, NY, 1992. p. 27-40.
4. Kawashima K. A perspective of Menshin design for highway bridges. In: Proceedings of the 1st US-Japan Workshop on Earthquake Protective Systems: National Center for Earthquake Engineering Research, State University of New York, Buffalo, NY, USA, 1992. p. 3-26.
5. Priestley NMJ., Seible F, Calvi GM. Seismic design and retrofit of bridges. New York: John Wiley & Sons, 1996.
6. Japan Road Association. Design specifications of highway bridges, part V seismic design. Tokyo: Maruzen, 1996. [in Japanese].
7. Spencer Jr. BF, Sain MK. Controlling buildings: a new frontier in feedback. IEEE Control Systems Magazine on Emerging Technology 1997;17(6):19-35.
8. Kawashima K, Unjoh J. Development of hybrid control technology. Civil Engineering Journal 1989;32(6):2-5 [in Japanese].
9. Kawashima K, Unjoh S, Nagashima H, Shimizu H. Current research efforts in Japan for passive and active control of highway bridges against earthquakes. In: Proceedings of the 23rd Joint Meeting, US-Japan Panel on Wind and Seismic Effect. (Tsukuba, Japan): 1991. p. 187-209.
10. Kawashima K, Unjoh S, Shimizu K. Experiments on dynamic characteristics of variable damper. In: Proceedings of Japan National Symposium on Structural Response Control: 1992. p. 121-8.
11. Kawashima K, Unjoh S. Seismic response control of bridges by variable dampers. ASCE Journal of Structural Engineering 1994;120(9):2583-601.
12. Spencer Jr. BF, Dyke SJ, Sain MK, Carlson JD. Phenomenological model of a magnetorheological damper. ASCE Journal of Engineering Mechanics 1997;123(3):230-8.
13. Sunakoda K, Sodeyama H, Iwata N, Fujitani H, Soda S. Dynamic characteristics of magneto-rheological fluid damper. In: Proceedings of SPIE 7th Annual International Symposium on Smart Structures and Materials. (Newport Beach, USA, 2000).
14. Saiidi M, Maragakis E, Feng S. Parameters in bridge restrainer design for seismic retrofit. ASCE Journal of Structural Engineering 1996;122(1):61-8.
15. Kawashima K, Shoji G. Effect of restrainers to mitigate pounding between adjacent decks subjected to a strong ground motion. In: Proceedings of the 12th World Conference on Earthquake Engineering. (Auckland, New Zealand, 2000): paper no. 1435.
16. Ruangrassamee A, Kawashima K. Relative displacement response spectra with pounding effect. Earthquake Engineering and Structural Dynamics 2001;30:1511-38.
17. Zanardo G, Hao H, Modena C. Pounding effects in multi-span simply supported bridges induced by spatially varying earthquake ground motions. In: Proceedings of the 7th International Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Seismic Vibrations of Structures. (Assisi, Italy, 2001): 2001.
18. DesRoches R, Muthukumar S. Effect of pounding and restrainers on the seismic response of multi-frame bridges. ASCE Journal of Structural Engineering 2002;128(7):1-10.
19. Takeda T, Sozen MA, Nielsen NN. Reinforced concrete response to simulated earthquake. ASCE Journal of Structural Division 1970;96(12):2557-73.
20. Kawashima K, Penzien J. Theoretical and experimental dynamic behavior of a curved model bridge structure. Earthquake Engineering and Structural Dynamics 1979;7:129-45.
21. Watanabe G, Kawashima K. Analysis of pounding of two elastic rods using impact spring element. JSCE Journal of Structural Mechanics and Earthquake Engineering 2001;I-55:125-39 [in Japanese].
22. Ruangrassamee A, Kawashima K. Experimental study on semi-active control of bridges with use of magnetorheological damper. JSCE Journal of Structural Engineering 2001;47A:639-50.