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H∞制御理論による吊床溝橋のアクティブ振動制御
http://hdl.handle.net/10069/24456
http://hdl.handle.net/10069/244567ba0ba79-32fc-41cc-aba7-8b81dd67794f
名前 / ファイル | ライセンス | アクション |
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kogaku24_43_18.pdf (2.6 MB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2010-11-05 | |||||
タイトル | ||||||
タイトル | H∞制御理論による吊床溝橋のアクティブ振動制御 | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | departmental bulletin paper | |||||
著者 |
岡林, 隆敏
× 岡林, 隆敏× 小松, 正貴× 角本, 周 |
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著者別名 | ||||||
姓名 | Okabayashi, Takatoshi | |||||
著者別名 | ||||||
姓名 | Komatsu, Masataka | |||||
著者別名 | ||||||
姓名 | Tsunomoto, Meguru | |||||
その他のタイトル | ||||||
その他のタイトル | Active Vibration Control of the Prestressed Concrete Stress Ribbon Bridge Using by H∞ Control Theory | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | This study presents active vibration control methods for the prestressed stress ribbon pedestrian bridge using by H∞ control theory. This bridge is modeled by FEM and reduced to the five degree of freedom system. The excitation forces act on the three points on the bridge and a control force operates on one point on the bridge. We consider the dynamics of the actuator. The linear quadratic control and the H∞ feedback control are investigated. Numerical results are shown that the H∞ controller is effective compare with the linear quadratic controller. | |||||
書誌情報 |
長崎大学工学部研究報告 en : Reports of the Faculty of Engineering, Nagasaki University 巻 24, 号 43, p. 249-257, 発行日 1994-07 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 02860902 | |||||
EISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 18805574 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00178418 | |||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
出版者 | ||||||
出版者 | 長崎大学工学部 | |||||
出版者別言語 | ||||||
Faculty of Engineering, Nagasaki University | ||||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 長崎大学工学部研究報告, 24(43), pp.249-257; 1994 |