The study of the damage level detection based on the vibration response and the generalization
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- Okano Masashi
- 京都大学大学院 工学研究科
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- Hattori Hiroshi
- 京都大学大学院 工学研究科
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- Matsuyama Takuma
- 京都大学大学院 工学研究科
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- Bessho Ken
- 京都大学大学院 工学研究科
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- Shirato Hiromichi
- 九州旅客鉄道株式会社
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- Yagi Tomomi
- 京都大学大学院 工学研究科
Bibliographic Information
- Other Title
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- 振動応答による損傷推定と一般化に関する研究
- シンドウ オウトウ ニ ヨル ソンショウ スイテイ ト イッパンカ ニ カンスル ケンキュウ
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Abstract
In this study, the damage detection system based on the structural health monitoring is proposed. The system is built by analyzing a relationship between the prediction error of the car-bridge coupled vibration and the bridge damage level with a neural network. In this paper, the mechanism of detecting the damage level from the prediction error is shown and examined by using the traffic induced vibration obtained by the numerical simulation. Also it is tried that the relationship between the error and the damage level is generalized by considering the sampling frequency and the natural frequency of the bridge.
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 60A (0), 522-530, 2014
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680261525760
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- NII Article ID
- 130005438959
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- NII Book ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- NDL BIB ID
- 025756487
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed