| 掲載雑誌（和）： |
風工学シンポジウム論文集
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| Vol： |
15
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| 年： |
1998
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| 頁： |
443-448
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| 著者（和）： |
佐久間 智，前川 利聡，植田 利夫，小林 義和
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| タイトル（和）： |
並列斜張橋・名港西大橋の対風応答に関する動態観測
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| 抄録（和）： | -
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| キーワード（和）： |
-
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| 掲載雑誌（英）： |
NATIONAL SYMPOSIUM ON WIND ENGINEERING
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| 著者（英）： |
Satoru SAKUMA,Toshiaki MAEDA,Toshio UEDA,Yoshikazu KOBAYASHI
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| タイトル（英）： |
FIELD OBSERVATION OF AERODYNAMIC RESPONSE ON MEIKO WEST BRIDGE IN TANDEM ARRANGEMENT
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| 抄録（英）： | Meiko West Bridge is composed of 2 cable-stayed bridges with flat box girders whose interval 50m. Aerodynamic stability of those bridges in tandem arrangement wasinvestigated by wind tunnel tests. According to the results, vortex-induced vibration may occur in a smooth flow, but it will disapper in a turbulent flow. In order to certify those phenomena, the fieid observation was carried out. The data is similar to the one derived from the wind tunnel tests in a boundary layer turbulent flow, so the aerodynamic safety of this bridge is enough. It is well known that the rain-wind induced vibration was discovered on the phaseI line bridge in Japan. Therefore, all cables have been connected muntuallyby wrie ropes.It will be necessary for nay vibration control device to be installed as the same phenomenon would occur on the phase II line bridge. To obtain the materials for design judgement, the field observtion of cable' s motion was carried out simultaneously. The obtained results show that there is no problem in the fatigue strength. But from the view point of the aesthetic design, the controling devices with high viscous damping rubbers were installed on both bridges.
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| キーワード（英）： |
field observation, vortex-induced vibration, rain-wind induced vibretion
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| 記事区分 |
-
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| 区分 |
委員会論文集 |
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