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スライディングモード理論による道路橋交通振動の制御
http://hdl.handle.net/10069/14989
http://hdl.handle.net/10069/149898ed98fc2-533f-48db-bacf-54bdd7a243c2
名前 / ファイル | ライセンス | アクション |
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KJ00004723891.pdf (715.3 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2008-03-05 | |||||
タイトル | ||||||
タイトル | スライディングモード理論による道路橋交通振動の制御 | |||||
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× 加賀, 敏明 |
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著者別名 | ||||||
姓名 | Okabayashi, Takatoshi | |||||
著者別名 | ||||||
姓名 | Kaga, Toshiaki | |||||
その他のタイトル | ||||||
その他のタイトル | Highway Bridge Traffic Vibration Control by Sliding Mode Control Theory | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The linear quadratic regulator theory is applied for the active control of bridge vibration conduced by traffic loads. As the bride-vehicle system is to be the time varying system, the stationary LQR control is not optimal control for the bridge vibration. This study concerned with the control of bridge vibration under a moving vehicle using by the sliding mode theory. The effectiveness of sliding mode theory are discussed by the numerical simulation for active and hybrid control. | |||||
書誌情報 |
長崎大学工学部研究報告 巻 26, 号 47, p. 279-286, 発行日 1996-07 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 02860902 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00178418 | |||||
sortkey | ||||||
P00279-P00286 | ||||||
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 Vol.26(47) p. 279-286, 1996 |