Response control performance of semiactive isolation system using the gs controle for a multi-degree-of-freedom structure with magneto-rheological fluid damper

Morimasa Watakabe; Namihiko Inoue; Hidekazu Nishimura; Hiroaki Ryujin; Jun Nakasone; Yoshiya Nakamura; Masafumi Nagaya; Motoi Kanagawa

doi:10.3130/aijs.73.875

Response control performance of semiactive isolation system using the gs controle for a multi-degree-of-freedom structure with magneto-rheological fluid damper

Morimasa Watakabe, Namihiko Inoue, Hidekazu Nishimura, Hiroaki Ryujin, Jun Nakasone, Yoshiya Nakamura, Masafumi Nagaya, Motoi Kanagawa

Graduate School of System Design and Management

Research output: Contribution to journal › Article › peer-review

Abstract

In this paper we design a gain-scheduled (GS) H. controller of a semi-active seismic isolation system using a large-scale. 40 kN-class magneto-rheological fluid (MR) damper for a multi-degree-of-freedom structure. By introducing a fictitious. damper model we can transform the bilinear model into a linear parameter varying (LPV) model for which designing of a. GS controller based on linear matrix inequalities (LMIs) is available. For verification of the control performance we carry out simulations and shaking table tests for some kind of earthquakes using the 40 kN-class MR damper. In comparison with a passive damper it is verified that the proposed method has good performance.

Original language	English
Pages (from-to)	875-882
Number of pages	8
Journal	Journal of Structural and Construction Engineering
Volume	73
Issue number	628
DOIs	https://doi.org/10.3130/aijs.73.875
Publication status	Published - 2008 Jun

Keywords

Base Isolation
Gain-Scheduled Control
MR Damper
Semi-Active Control
Shaking Table Test

ASJC Scopus subject areas

Architecture
Building and Construction

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10.3130/aijs.73.875

Cite this

Watakabe, M., Inoue, N., Nishimura, H., Ryujin, H., Nakasone, J., Nakamura, Y., Nagaya, M., & Kanagawa, M. (2008). Response control performance of semiactive isolation system using the gs controle for a multi-degree-of-freedom structure with magneto-rheological fluid damper. Journal of Structural and Construction Engineering, 73(628), 875-882. https://doi.org/10.3130/aijs.73.875

Response control performance of semiactive isolation system using the gs controle for a multi-degree-of-freedom structure with magneto-rheological fluid damper. / Watakabe, Morimasa; Inoue, Namihiko; Nishimura, Hidekazu et al.
In: Journal of Structural and Construction Engineering, Vol. 73, No. 628, 06.2008, p. 875-882.

Research output: Contribution to journal › Article › peer-review

Watakabe, M, Inoue, N, Nishimura, H, Ryujin, H, Nakasone, J, Nakamura, Y, Nagaya, M & Kanagawa, M 2008, 'Response control performance of semiactive isolation system using the gs controle for a multi-degree-of-freedom structure with magneto-rheological fluid damper', Journal of Structural and Construction Engineering, vol. 73, no. 628, pp. 875-882. https://doi.org/10.3130/aijs.73.875

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title = "Response control performance of semiactive isolation system using the gs controle for a multi-degree-of-freedom structure with magneto-rheological fluid damper",

abstract = "In this paper we design a gain-scheduled (GS) H. controller of a semi-active seismic isolation system using a large-scale. 40 kN-class magneto-rheological fluid (MR) damper for a multi-degree-of-freedom structure. By introducing a fictitious. damper model we can transform the bilinear model into a linear parameter varying (LPV) model for which designing of a. GS controller based on linear matrix inequalities (LMIs) is available. For verification of the control performance we carry out simulations and shaking table tests for some kind of earthquakes using the 40 kN-class MR damper. In comparison with a passive damper it is verified that the proposed method has good performance.",

keywords = "Base Isolation, Gain-Scheduled Control, MR Damper, Semi-Active Control, Shaking Table Test",

author = "Morimasa Watakabe and Namihiko Inoue and Hidekazu Nishimura and Hiroaki Ryujin and Jun Nakasone and Yoshiya Nakamura and Masafumi Nagaya and Motoi Kanagawa",

note = "Funding Information: The authors thank the Center for Clean Air Policy (CCAP) for their financial support, and intellectual input from Ned Helme and Jake Schmidt. Useful comments and inputs on an earlier draft by Rob Bradley of the World Resources Institute (WRI) are gratefully acknowledged. The authors also thank the anonymous referees for their useful comments.",

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AU - Inoue, Namihiko

AU - Nishimura, Hidekazu

AU - Ryujin, Hiroaki

AU - Nakasone, Jun

AU - Nakamura, Yoshiya

AU - Nagaya, Masafumi

AU - Kanagawa, Motoi

N1 - Funding Information: The authors thank the Center for Clean Air Policy (CCAP) for their financial support, and intellectual input from Ned Helme and Jake Schmidt. Useful comments and inputs on an earlier draft by Rob Bradley of the World Resources Institute (WRI) are gratefully acknowledged. The authors also thank the anonymous referees for their useful comments.

PY - 2008/6

Y1 - 2008/6

N2 - In this paper we design a gain-scheduled (GS) H. controller of a semi-active seismic isolation system using a large-scale. 40 kN-class magneto-rheological fluid (MR) damper for a multi-degree-of-freedom structure. By introducing a fictitious. damper model we can transform the bilinear model into a linear parameter varying (LPV) model for which designing of a. GS controller based on linear matrix inequalities (LMIs) is available. For verification of the control performance we carry out simulations and shaking table tests for some kind of earthquakes using the 40 kN-class MR damper. In comparison with a passive damper it is verified that the proposed method has good performance.

AB - In this paper we design a gain-scheduled (GS) H. controller of a semi-active seismic isolation system using a large-scale. 40 kN-class magneto-rheological fluid (MR) damper for a multi-degree-of-freedom structure. By introducing a fictitious. damper model we can transform the bilinear model into a linear parameter varying (LPV) model for which designing of a. GS controller based on linear matrix inequalities (LMIs) is available. For verification of the control performance we carry out simulations and shaking table tests for some kind of earthquakes using the 40 kN-class MR damper. In comparison with a passive damper it is verified that the proposed method has good performance.

KW - Base Isolation

KW - Gain-Scheduled Control

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KW - Semi-Active Control

KW - Shaking Table Test

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Response control performance of semiactive isolation system using the gs controle for a multi-degree-of-freedom structure with magneto-rheological fluid damper

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Keywords

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