書誌事項
- タイトル別名
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- Nonlinear seismic response analysis of steel cable stayed bridge model based on vibration monitoring data
抄録
Structural monitoring is expected to improve accuracy of seismic performance evaluation of existing structures. Vibration monitoring data is suitable for composing dynamic numerical model and ambient vibration data are available instead of limited number of seismic data. In this study, a steel cable stayed bridge is modeled based on ambient vibration data and its bearing are represented in bilinear model. Validity of the model is confirmed by dynamic response analysis for recorded minor seismic waves. Then large seismic ground motions are input to the model and different action of bearing is confirmed. Hence the entire responses of the bridge are reasonable for each seismic input by using the proposed model.
収録刊行物
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- 構造工学論文集 A
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構造工学論文集 A 55A 317-328, 2009
公益社団法人 土木学会
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キーワード
詳細情報 詳細情報について
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- CRID
- 1390282680260805760
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- NII論文ID
- 130004950452
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- ISSN
- 1881820X
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- データソース種別
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- JaLC
- IRDB
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可