コンクリート斜張橋の主桁断面に作用する圧力の実測 : その3 ガスト空気力に及ぼす乱れのスケールの効果に関する検討

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This paper focuses on some effects on the gust response of a cable-stayed bridge based on the full-scale measurement of wind pressure acting on the deck section. Prestressed concrete cable-stayed bridges are usually constructed by the cantilever construction method. During the construction, the structure is unstable and the gust response due to wind turbulence is easily induced. The gust response is usually predicted by wind tunnel tests or gust response analysis, however, there still exist some difficult features such as turbulent scale effects on gust force, the spatial correlation of wind velocity and force, and so on.This study investigates these matters based on the results of the full-scale measurement performed at Ikara Bridge. First, the spatial correlation of wind velocity and wind pressure obtained by the full-scale measurement was discussed. Then, the effects of turbulent scale on the fluctuating wind force and aerodynamic admittance were investigated by wind tunnel tests. And finally, the surrounding terrain effects on the wind turbulence was described.
一般社団法人日本風工学会の論文
1999-04-30