書誌事項
- タイトル別名
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- A Study on Wind Resistance of Cable-Stayed Bridges with Two Steel Girders Using the Separation Interference Method
- ハクリ カンショウホウ オ モチイタ コウ 2 シュゲタ シャチョウキョウ ノ タイフウ アンテイセイ ニ カンスル ケントウ
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Characteristics of wind-induced response of cable-stayed bridges with two steel edge girders were studied experimentally, and the effects of the Separation Interference Method and its applicability regarding the structural rationality were discussed. Two types of edge girders, i.e., I section and box girders, were considered. The vertical wind-induced responses of two I section girders were suppressed by locating the girders at the inner position. However, this requires additional bracket beams that anchor the stay cables, and may not be economical. The wind-induced responses of two box girders were generally suppressed by applying the Separation Interference Method without additional aerodynamic appendages such as fairings. This case does not require additional bracket beams and can possibly be used as an economical choice.
収録刊行物
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- 日本風工学会論文集
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日本風工学会論文集 31 (2), 51-61, 2006
一般社団法人 日本風工学会
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詳細情報 詳細情報について
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- CRID
- 1390282680205922944
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- NII論文ID
- 10017392214
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- NII書誌ID
- AN10072785
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- ISSN
- 09121935
- 1349340X
- 13493507
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- NDL書誌ID
- 7966846
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可