風工学シンポジウム論文集
第18回風工学シンポジウム論文集
会議情報

剥離干渉法による斜張橋(栄川大橋)主塔独立時の耐風性能改善に関する研究
久保 喜延木村 吉郎加藤 九州男*東 秀明曽我 好則田崎 賢治
著者情報
キーワード: 主塔, 斜張橋, 耐風性能改善
会議録・要旨集 フリー

p. 000046

詳細
抄録

When a steel pylon of cable-stayed bridge is standing alone before setting stay-cable, the pylon is susceptible to vibration under wind action. Especially the vibration of bridge axis tends to occur even in a lower wind velocity. The pylon of the Sakae-gawa Bridge was designed as the modified A-shaped one with rectangular cross sections, that is well known as one of sections unfavorable from aerodynamic aspects, and that, depending on side ratio, usually induces the vortex-excited vibration in lower wind velocity and galloping in higher wind velocity. Unfortunately, at the time requiring the aerodynamic investigation, there was no enough time to change the shape of cross section of the pylon. The authors tried to improve the aerodynamic characteristics by means of simple device attaching the vertical plates on the surface of the pylon, based on the separation interference method developed by Kubo. The effectiveness of the method is reported in the present paper.

著者関連情報
© 2005 風工学シンポジウム運営委員会
前の記事 次の記事
feedback
Top