Bibliographic Information
- Other Title
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- Analysis on local vibration of stay cables in wind-induced gust response of an existing cable-stayed bridge
Abstract
For a purpose to calculate the local vibrations of the stay cables in cable-stayed bridge under wind-induced gust, the time-domain modeling of wind-induced vibration is employed in this paper. The global vibration of bridge deck due to the Wind-induced gust response is calculated by using the rational function and multidimensional autoregressive process. The local vibrations of stay cables, which are subjected to time-varying displacement at the supports during global motions, are used. Furthermore, the response characteristics of local vibrations of stay cables under wind are discussed by using an existing cable-stayed bridge.
構造工学論文集, 48A, pp.349-358; 2002
Journal
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- 構造工学論文集
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構造工学論文集 48A 349-358, 2002-03
土木学会
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Keywords
Details 詳細情報について
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- CRID
- 1050005822298323456
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- NII Article ID
- 120006985602
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- HANDLE
- 10069/30047
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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