TECHNICAL PAPERS
Apr 1, 1997

Mechanics and Dynamics of Intelligent Passive Vibration Control System

Publication: Journal of Engineering Mechanics
Volume 123, Issue 4

Abstract

A new structural vibration control system called the Intelligent Passive Vibration Control (IPVC) System is presented. Such a system theoretically consists of two parts: a passive part (first) and an intelligent part (second). Generally, under small earthquake excitations, only the first part works as a base-isolation device. In the case of intense earthquake shaking, if the response (e.g., the displacement response) of the structure exceeds the determined allowance of the first part, then the intelligent part also works to change the mechanical characteristics of the system. The general constitutive law and the mechanism of the system are presented. Assuming the passive part and the intelligent part to be viscoelastic material with fading memory, the mechanics of such a new system have been studied, and the theoretical solution to the vibration equation is presented. Also a numerical simulation was done for a real twin structure (one is nonisolated and the other is base isolated) built at the campus of Tohoku University together with one more structure having the IPVC system. The result clearly shows that the system is effective, especially for reduction of maximum displacement response.

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References

1.
Feng, Q., Shinozuka, M., and Fujii, S.(1993). “Friction-controllable sliding isolation system.”J. Engrg. Mech., ASCE, 119(9), 1845–1864.
2.
Fukuzawa, R. (1994). “Mechanics and dynamics of intelligent passive vibration control system,” PhD thesis, Tohoku Univ., Sendai, Japan.
3.
Izumi, M., Tobita, J., Kurosawa, I., Miyazawa, F., and Kubota, K. (1990). “Earthquake response characteristics of base-isolated buildings by direct comparison with a non-isolated one.”Arch. Rep. 29, Tohoku Univ., Sendai, Japan, 87–10.
4.
Matsushita, K., and Izumi, M. (1969). “Studies on mechanisms to decrease earthquake force applied to buildings.”Proc., 4th World Conf. on Earthquake Engrg., Vol. 2, Session B-3, 123–128, Chile.
5.
Morishita, S. (1994). “A controllable damper using liquid crystal.”Proc., 43rd Nat. Congr. of Theoretical and Appl. Mech., 69–70 (in Japanese).
6.
Sakurada, Y., and Morishita, S. (1994). “Controllable vibration isolator using ER fluid.”Proc., 43rd Nat. Congr. of Theoretical and Appl. Mech., 67–68 (in Japanese).
7.
Wang, X., and Gould, P. L.(1993). “Dynamics of structures with uplift and sliding.”J. Earthquake Engrg. and Struct. Dyn., 22, 1085–1095.
8.
Xue, S., Tobita, J., Hanzawa, T., and Izumi, M.(1992). “Wave attenuation in viscoelastic continuum with fading memory.”J. Engrg. Mech., ASCE, 118(8), 1597–1611.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 123Issue 4April 1997
Pages: 322 - 327

History

Published online: Apr 1, 1997
Published in print: Apr 1997

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Authors

Affiliations

Songtao Xue
Prof., Dept. of Engrg. Mech. and Technol., Tongji Univ., Shanghai, China.
Jun Tobita
Assoc. Prof., Dept. of Arch., Nagoya Univ., Nagoya, 464-01, Japan.
Satoshi Kurita
Assoc. Prof., Dept. of Arch. amd Build. Engrg., Tohoku Univ., Sendai, 980-77, Japan.
Masanori Izumi
Prof. Emeritus, Tohoku Univ., Sendai, 980-77, Japan.

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