Semiactive structural-control based on variable slip-force level dampers

Journal of Structural Engineering

Volumn 129, Issue 7, 2003, Pages 933-940

  Nishitani, Akira ^a   Nitta, Yoshihiro ^a   Ikeda, Yoshiki ^b  

^a WASEDA UNIVERSITY   (Japan)

^b KAJIMA CORPORATION   (Japan)

Author keywords

Control systems; Damping; Ductility; Structural control; Vibration

Indexed keywords

CONTROL SYSTEMS; DEGREES OF FREEDOM (MECHANICS); DUCTILITY; HYSTERESIS; LINEAR SYSTEMS; RESEARCH AND DEVELOPMENT MANAGEMENT; VIBRATION CONTROL;

LOCAL RESPONSE INFORMATION; SEMIACTIVE CONTROL STRATEGY; SLIP-FORCE LEVEL DAMPERS; STRUCTURAL CONTROL;

DAMPING;

EID: 11144265316     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:7(933)     Document Type: Article

References (19)

1. Cherry, S. (1993). "Research on friction damping at the University of British Columbia." Proc., Int. Workshop on Struct. Control, Honolulu, 84-91.
2. Filiatrault, A., and Cherry, S. (1987). "Performance evaluation of friction damped braced steel frames under simulated earthquake loads." Earthquake Spectra, 3(1), 57-87.
3. Filiatrault, A., and Cherry, S (1990). "Seismic design spectra for friction damped structures." J. Struct. Eng., 116(5), 1334-1355.
4. Housner, G. W., et al. (1997). "Structural control: past, present, and future." J. Eng. Mech., 123(3), 897-971.
5. Kobori, T., Koshika, N., Yamada, K., and Ikeda, Y. (1991a). "Seismic-response-controlled structure with active mass driver system. I: Design." Earthquake Eng. Struct. Dyn., 20(2), 133-149.
6. Kobori, T., Koshika, N., Yamada, K., and Ikeda, Y. (1991b). "Seismic-response-controlled structure with active mass driver system. II: Verification." Earthquake Eng. Struct. Dyn., 20(2), 151-166.
7. Kurata, N., Kobori, T., Takahashi, M., Ishibashi, T., Niwa, N., Tagami, J., and Midorikawa, H. (2000). "Forced vibration test of a building with semi-active damper system." Earthquake Eng. Struct. Dyn., 29(5), 629-645.
8. Kurata, N., Kobori, T., Takahashi, M., Niwa, N., and Midorikawa, H. (1999). "Active seismic response controlled building with semi-active damper system." Earthquake Eng. Struct. Dyn., 28(11), 1427-1227.
9. Kurino, T., Tagami, T., and Shimizu, K. (2000). "Self-regulating semi-active oil damper to maximize energy dissipation capacity." Proc., 2nd Japan National Symp. on Structural Control, JSPS, Kyoto, Japan, 77-84 (in Japanese).
10. Ljung, L. (1999). System identification: Theory for the users, 2nd Ed, Prentice-Hall, Englewood Cliffs, N.J.
11. Nishitani, A. (1998). "Application of active structural control in Japan." Prog. Struct. Eng. Mater., Construction Research Communications, 1(3), 301-307.
12. Nishitani, A., and Inoue, Y. (2001). "Overview of the application of active/semiactive control to building structures in Japan." Earthquake Eng. Struct. Dyn., 30(11), 1565-1574.
13. Nishitani, A., Nitta, Y., Ishibashi, Y., and Itoh, A. (1999). "Semi-active structural control with variable friction dampers." Proc., American Control Conf., ACC, San Diego, 1017-1021.
14. Nishitani, A., Nitta, Y., Itoh, A., and Ikeda, Y. (2000). "Semiactive variable-friction damper control with simple algorithms." Proc., American Control Conf., ACC, Chicago, 503-507.
15. Pall, A. S., and Marsh, C. (1982). "Seismic response of friction damped braced frames." J. Struct. Div., ASCE, 108(6), 1313-1323.
16. Soong, T. T., and Dargush, G. F. (1997). Passive energy dissipation systems in structural engineering, Wiley, New York.
17. Spencer, B. F., Jr., and Sain, M. K. (1997). "Controlling buildings: a new frontier in feedback." Control Syst., IEEE, 17(6), 19-35.
18. Tajimi, H. (1965). Introduction to structural dynamics, Corona, Tokyo, Japan (in Japanese).
19. Yoshida, K., and Fujio, T. (2000). "Semi-active base isolation control of a building using variable oil damper." Proc., 3rd Int. Workshop on Structural Control. IASC, Paris, 567-575.