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主塔に設置されたTMDを考慮した女神大橋の動的応答解析
http://hdl.handle.net/10069/33649
http://hdl.handle.net/10069/33649b8be662b-53c5-4786-afe2-8f81e480cc7b
名前 / ファイル | ライセンス | アクション |
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JCS15_245.pdf (464.1 kB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2013-09-13 | |||||
タイトル | ||||||
タイトル | 主塔に設置されたTMDを考慮した女神大橋の動的応答解析 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 長大斜張橋 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 制振装置 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 人力加振力 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 減衰定数 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 動的応答解析 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Long-span cable-slayed bridge | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Vibralion conlrol equipment | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Human excitation | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Damping constant | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Dynamic response analysis | |||||
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 | journal article | |||||
著者 |
有馬, 義人
× 有馬, 義人× 北原, 雄一× 高橋, 和雄× 中村, 聖三 |
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著者別名 | ||||||
姓名 | Arima, Yoshito | |||||
著者別名 | ||||||
姓名 | Kitahara, Yuichi | |||||
著者別名 | ||||||
姓名 | Takahashi, Kazuo | |||||
著者別名 | ||||||
姓名 | Nakamura, Shozo | |||||
その他のタイトル | ||||||
その他のタイトル | Dynamic response analysis of the Megami cable-stayed Bridge with TMD in the main tower | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Vibration control equipment consisting of tuned mass damper (TMD) that restrain vortex excited vibration of the main tower is installed in the Megami cable-stayed bridge. To confirm effectiveness of this equipment, an experiment was conducted in which the main tower was subjected to artificial vibration while the damping equipment was turned off and then again while it was turned on. This paper examines the effectiveness of the TMD through dynamic response analysis using a three-dimensional FEM model of the cable-stayed bridge including the TMD. Moreover,the validity of the model is verified by comparing the experimental results with the analysis's. The result also verified the TMD's damping effectiveness. | |||||
書誌情報 |
鋼構造年次論文報告集 en : Journal of constructional steel 巻 15, p. 245-252, 発行日 2007-11 |
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出版者 | ||||||
出版者 | 日本鋼構造協会 | |||||
出版者別言語 | ||||||
Japanese Society of Steel Construction | ||||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 18815367 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AA12357809 | |||||
権利 | ||||||
権利情報 | © 日本鋼構造協会 | |||||
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 | |||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 鋼構造年次論文報告集, 15, pp.245-252; 2007 |