書誌事項
- タイトル別名
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- Comparison between seismic response analysis and monitoring data on steel cable-stayed bridge
抄録
A 3D model for dynamic response analysis is composed based on ambient vibration monitoring data. Natural excitation technique and Eigenrealization algorithm (ERA) are applied to obtain modal parameters. A analytical modal parameters of the model are consistent with the real modal parameters calculated by ERA. Dynamic response analysis are performed for several small earthquake waves and their analytical results are agreed with response of actual monitored data. Dynamic response analysis are also performed for severe earthquake waves.
収録刊行物
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- 地震工学論文集
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地震工学論文集 29 (0), 468-474, 2007
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390282680362422784
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- NII論文ID
- 130004294906
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- ISSN
- 1884846X
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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