Bibliographic Information
- Other Title
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- Verification of model using microtremor measurement and traffic induced vibration analysis in Takashima Hizen Bridge
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Abstract
When the natural frequency of the cables on a cable-stayed bridge approaches that of the entire bridge, the bridge's vibration generates local vibrations in the support cables. Because these local vibrations may affect the bridge's safety and fatigue, it is important to understand how local vibrations are generated in the cables. The validity of an analytical model was verified by microtremor measurements. In addition, analytical models of various cables were developed and used for response analysis of the support cable and bridge under running vehicles. The influences of the differences between the various models are also described.
鋼構造年次論文報告集, 17, pp.239-246; 2009
Journal
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- Journal of constructional steel
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Journal of constructional steel 17 239-246, 2009-11
日本鋼構造協会
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Keywords
Details 詳細情報について
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- CRID
- 1050568772228698752
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- NII Article ID
- 120006986149
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- NII Book ID
- AA12357809
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- ISSN
- 18815367
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- HANDLE
- 10069/33655
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- Text Lang
- ja
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- Article Type
- journal article
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- Data Source
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- IRDB
- CiNii Articles