CFD aided study on the mechanism of rain-wind induce vibration of stay-cables of cable-stayed bridge
スポンサーリンク
概要
著者
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MATSUMOTO Masaru
Department of Civil and Earth Resources Engineering, Kyoto University
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YAGI Tomomi
Department of Civil and Earth Resources Engineering, Kyoto University
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Yagi Tomomi
Department Of Civil And Earth Resources Engineering Kyoto University
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LIU Qingkuan
Department of Civil and Earth Resources Engineering, Kyoto University
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HORI Koutaro
Department of Civil and Earth Resources Engineering, Kyoto University
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Matsumoto Masaru
Department Of Civil And Earth Resources Engineering Kyoto University
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Hori Koutaro
Department Of Civil And Earth Resources Engineering Kyoto University
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Liu Qingkuan
Department Of Civil And Earth Resources Engineering Kyoto University
関連論文
- Study on the unsteady pressure field around the oscillatory B/D=4 rectangular section using proper orthogonal decomposition analysis
- Field Ovbservation of The Full-scale Wind-induced Cable Vibration
- Frequency Characteristics in Various Flutter Instabilities of Bridge Girders
- Rain-Wind Induced Vibration of Inclined Cables at Limited High Reduced Wind Velocity Region
- Spanwise Coherence Characteristics of Surface Pressure Field on 2-D Bluff Bodies
- The Complex Branch Characteristics of Coupled Flutter
- Torsional Flutter Mechanism of Two Edge Girders for Long Span Cable-Stayed Bridge
- CFD aided study on the mechanism of rain-wind induce vibration of stay-cables of cable-stayed bridge
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