STRUCTURAL CHARACTERISTICS ON TWO SPAN EXRADOSED BRIDGE WITH A HIGHER TOWER
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- KAWASAKI Hideaki
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- MATSUSHITA Hiromichi
- JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- 2径間高塔型エクストラドーズド橋の構造特性
- 2ケイ カン コウトウガタ エクストラドーズドキョウ ノ コウゾウ トクセイ
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Abstract
Exradosed bridges are recently increasing as a suitable bridge type between cable stayed bridges and box girder bridges, and the past tower height of exradosed bridges with three spans have been restricted under 10 to 15 meter. On the other hand, two span bridges supported by both ends have better precondition on stress fluctuation and displacement. It means that structural parts can be downsized with increasing tower heights. In this study, we analyzed characteristics of three main parts (tower, girder, cable) and tried to optimize a structural system. As a result, we found that the most suitable tower height is about 25-30 meter, which is twice of the past examples. This result was confirmed through a construction, and shows a new approach to bridge structures.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 2001 (669), 233-242, 2001-02-20
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390001205310503040
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- NII Article ID
- 10006537922
- 10015236619
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL BIB ID
- 5704945
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed