Semi-active seismic response control of base-isolated building with MR damper

Satsuya Soda; Harahide Kusumoto; Ryosuke Chatani; Norio Iwata; Hideo Fujitani; Yo Ichi Shiozaki; Takeshi Hiwatashi

doi:10.1117/12.483983

Semi-active seismic response control of base-isolated building with MR damper

Satsuya Soda^*, Harahide Kusumoto, Ryosuke Chatani, Norio Iwata, Hideo Fujitani, Yo Ichi Shiozaki, Takeshi Hiwatashi

^*この研究の対応する著者

研究成果: Conference contribution

10 被引用数 (Scopus)

抄録

This study deals with a shake table test on a three-story base-isolated steel frame. The frame rests on four roller bearings for isolation and is equipped with four laminated rubbers as shear spring. An MR damper is used in the test to perform semi-active seismic response control. The basic control algorithm applied in the study is to simulate the load-deflection relation of an origin-restoring friction damper (ORFD) which is a sort of friction damper that looses its resistance when it moves toward the origin, making sure for the base-isolated system to minimize residual displacement even after an extremely strong ground motion. Also attempted is a hybrid type control that superposes viscous damping on the ORFD when the damper moves from the peak displacement toward the origin.

本文言語	English
ホスト出版物のタイトル	Proceedings of SPIE - The International Society for Optical Engineering
編集者	G.S. Agnes, K-W. Wang
ページ	460-467
ページ数	8
巻	5052
DOI	https://doi.org/10.1117/12.483983
出版ステータス	Published - 2003
イベント	PROCEEDINGS OF SPIE SPIE - The International Society for Optical Engineering: Smart Structures and Materials 2003 Damping and Isolation - San Diego, CA, United States 継続期間: 2003 3月 3 → 2003 3月 5

Other

Other	PROCEEDINGS OF SPIE SPIE - The International Society for Optical Engineering: Smart Structures and Materials 2003 Damping and Isolation
国/地域	United States
City	San Diego, CA
Period	03/3/3 → 03/3/5

ASJC Scopus subject areas

電子工学および電気工学
凝縮系物理学

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引用スタイル

Soda, S, Kusumoto, H, Chatani, R, Iwata, N, Fujitani, H, Shiozaki, YI & Hiwatashi, T 2003, Semi-active seismic response control of base-isolated building with MR damper. in GS Agnes & K-W Wang (eds), Proceedings of SPIE - The International Society for Optical Engineering. vol. 5052, pp. 460-467, PROCEEDINGS OF SPIE SPIE - The International Society for Optical Engineering: Smart Structures and Materials 2003 Damping and Isolation, San Diego, CA, United States, 03/3/3. https://doi.org/10.1117/12.483983

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title = "Semi-active seismic response control of base-isolated building with MR damper",

abstract = "This study deals with a shake table test on a three-story base-isolated steel frame. The frame rests on four roller bearings for isolation and is equipped with four laminated rubbers as shear spring. An MR damper is used in the test to perform semi-active seismic response control. The basic control algorithm applied in the study is to simulate the load-deflection relation of an origin-restoring friction damper (ORFD) which is a sort of friction damper that looses its resistance when it moves toward the origin, making sure for the base-isolated system to minimize residual displacement even after an extremely strong ground motion. Also attempted is a hybrid type control that superposes viscous damping on the ORFD when the damper moves from the peak displacement toward the origin.",

keywords = "Base-isolated steel frame, Hybrid damping, MR damper, Semi-active vibration control, Shake table test",

author = "Satsuya Soda and Harahide Kusumoto and Ryosuke Chatani and Norio Iwata and Hideo Fujitani and Shiozaki, {Yo Ichi} and Takeshi Hiwatashi",

year = "2003",

doi = "10.1117/12.483983",

language = "English",

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T1 - Semi-active seismic response control of base-isolated building with MR damper

AU - Soda, Satsuya

AU - Kusumoto, Harahide

AU - Chatani, Ryosuke

AU - Iwata, Norio

AU - Fujitani, Hideo

AU - Shiozaki, Yo Ichi

AU - Hiwatashi, Takeshi

PY - 2003

Y1 - 2003

N2 - This study deals with a shake table test on a three-story base-isolated steel frame. The frame rests on four roller bearings for isolation and is equipped with four laminated rubbers as shear spring. An MR damper is used in the test to perform semi-active seismic response control. The basic control algorithm applied in the study is to simulate the load-deflection relation of an origin-restoring friction damper (ORFD) which is a sort of friction damper that looses its resistance when it moves toward the origin, making sure for the base-isolated system to minimize residual displacement even after an extremely strong ground motion. Also attempted is a hybrid type control that superposes viscous damping on the ORFD when the damper moves from the peak displacement toward the origin.

AB - This study deals with a shake table test on a three-story base-isolated steel frame. The frame rests on four roller bearings for isolation and is equipped with four laminated rubbers as shear spring. An MR damper is used in the test to perform semi-active seismic response control. The basic control algorithm applied in the study is to simulate the load-deflection relation of an origin-restoring friction damper (ORFD) which is a sort of friction damper that looses its resistance when it moves toward the origin, making sure for the base-isolated system to minimize residual displacement even after an extremely strong ground motion. Also attempted is a hybrid type control that superposes viscous damping on the ORFD when the damper moves from the peak displacement toward the origin.

KW - Base-isolated steel frame

KW - Hybrid damping

KW - MR damper

KW - Semi-active vibration control

KW - Shake table test

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DO - 10.1117/12.483983

M3 - Conference contribution

AN - SCOPUS:0242694413

VL - 5052

SP - 460

EP - 467

BT - Proceedings of SPIE - The International Society for Optical Engineering

A2 - Agnes, G.S.

A2 - Wang, K-W.

T2 - PROCEEDINGS OF SPIE SPIE - The International Society for Optical Engineering: Smart Structures and Materials 2003 Damping and Isolation

Y2 - 3 March 2003 through 5 March 2003

ER -

Semi-active seismic response control of base-isolated building with MR damper

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