Effect of parallel destance on Aerodynamic response of parallel box girders
-
- Kimura Kichiro
- Kyushu institute of technology
-
- Shima Kenji
- Hitachi zosen corporation
-
- Sano Keisuke
- Kyushu institute of technology
-
- Kubo Yoshinobu
- Kyushu institute of technology
-
- Kato Kusuo
- Kyushu institute of technology
-
- Ukon Hiromichi
- Chodai co.,LTD
Bibliographic Information
- Other Title
-
- 並列箱桁の対風応答に並列距離が及ぼす影響
Abstract
There are instances of erecting parallel bridges because of complying with increase of traffic etc. We have known aerodynamic response of parallel bridges is different from one of single bridge and is complex. But, we have not still found effect of parallel distance on aerodynamic response of parallel bridges. In this study, we examined the effect by wind tunnel experiment using 2-dimensional model of parallel cable-stayed bridges. As a result, it was found that a tendency to effect of parallel distance changed by wind direction, natural mode of vibration, position of box girder being windward or leeward.
Journal
-
- Summaries to Technical Papers of Annual Meeting, Japan Association for Wind Engineering
-
Summaries to Technical Papers of Annual Meeting, Japan Association for Wind Engineering 2003 (0), 59-59, 2003
Japan Association for Wind Engineering
- Tweet
Details 詳細情報について
-
- CRID
- 1390282680600505600
-
- NII Article ID
- 130005023590
-
- Data Source
-
- JaLC
- CiNii Articles
-
- Abstract License Flag
- Disallowed