書誌事項
- タイトル別名
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- Dynamic response analysis of the Megami cable-stayed Bridge with TMD in the main tower
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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.
鋼構造年次論文報告集, 15, pp.245-252; 2007
収録刊行物
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- 鋼構造年次論文報告集
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鋼構造年次論文報告集 15 245-252, 2007-11
日本鋼構造協会
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詳細情報 詳細情報について
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- CRID
- 1050005822286860928
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- NII論文ID
- 120006986160
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- NII書誌ID
- AA12357809
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- ISSN
- 18815367
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- HANDLE
- 10069/33649
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- 本文言語コード
- ja
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- 資料種別
- journal article
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- データソース種別
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- IRDB
- CiNii Articles