• Search Research Projects
  • Search Researchers
  • How to Use
  1. Back to previous page

AERODYNAMIC ACTIVE CONTROL FOR SUPPRESSING FLUTTER OF SUPER-LONG SUSPENSION BRIDGE

Research Project

Project/Area Number 06650524
Research Category

Grant-in-Aid for General Scientific Research (C)

Allocation TypeSingle-year Grants
Research Field 構造工学・地震工学
Research InstitutionKYUSHU INSTITUTE OF TECHNOLOGY

Principal Investigator

KUBO Yoshinobu  KYUSHU INSTITUTE OF TECHNOLOGY,PROFESSOR, 工学部, 教授 (70093961)

Co-Investigator(Kenkyū-buntansha) KATO Kusuo  KYUSHU INSTITUTE OF TECHNOLOGY,RESEARCH ASSOCIATE, 工学部, 助手 (60039138)
Project Period (FY) 1994 – 1995
Project Status Completed (Fiscal Year 1995)
Budget Amount *help
¥2,300,000 (Direct Cost: ¥2,300,000)
Fiscal Year 1995: ¥400,000 (Direct Cost: ¥400,000)
Fiscal Year 1994: ¥1,900,000 (Direct Cost: ¥1,900,000)
KeywordsSUPER-LONG BRIDGE / FLUTTER / ACTIVE CONTROL / CONTROL OF SEPARATION FLOW / ROTOR / UNSTEADY PRESSURE / 境界層制御 / 制振
Research Abstract

The object of the research project is how to suppress aerodunamic instability of super-long suspension bridge, which will be constructed in 21st century. The problem to be solved is to suppress flutter of super-long suspension bridge or to increase the flutter-on-set wind velocity by a certain technical method. A few methods are already proposed. Most of them are the methods to improve the dynamic performances by changing structural performances. On the other hand, the present method is based on the idea to control aerodynamic forces inducing flutter of girder of super-long suspension bridge. Since the predominant aerodynamic forces are generated by the separation flow from the leading edge of the girder, in the present research, the separation flow from leading edge is controlled by setting the rotor at the leading edge of shallow rectangular cylinder, which is the typical cross section of the bridge girder.
The experiments are conducted by using the wind tunnel. The aerodynamic responses and unsteady aerodynamic surface pressures are measured. According to the experimental results, the flutter-on-set wind velocity is raised up to 3 times of without rotor. The boundary layr is shrank by rotaing the cylinder and the surface pressure fluctuation is suppressed.
The results show the usefulness to improve the aerodynamic performances of the super-long suspension bridge.

Report

(3 results)
  • 1995 Annual Research Report   Final Research Report Summary
  • 1994 Annual Research Report
  • Research Products

    (7 results)

All Other

All Publications (7 results)

  • [Publications] 久保喜延,幽谷栄二郎,加藤九州男,森田恵三郎: "境界層制御によるフラッター制振法" 日本風工学会誌. 63. 93-94 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 久保喜延,幽谷栄二郎,加藤九州男,森田恵三郎: "フラッター制振への境界層制御の利用" 土木学会振動制御コロキウムpartB. 63-68 (1995)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] Y.KUBO,E.YUKOKU,K.KATO,K.MORITA: "SUPPRESSION OF FLUTTER BY BOUNDARY LAYER CONTROL" JOURNAL OF JAPAN WIND EINGINEERING. VOL.63. 93-94 (1995)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] Y.KUBO,E.YUKOKU,K.KATO,K.MORITA: "APPLICATION OF BOUNDARY LAYER CONTROL TO SUPPRESSION OF FLUTTER" 2ND COLLOQUIUM ON VIBRATION CONTROL OF STRUCTURES. 63-68 (1995)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1995 Final Research Report Summary
  • [Publications] 久保喜延、幽谷栄二郎、加藤九州男、森田恵三郎: "境界層制御によるフラッター制振法" 日本風工学会誌. 63. 93-94 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] 久保喜延、幽谷栄二郎、加藤九州男、森田恵三郎: "フラッター制振への境界層制御の利用" 土木学会振動制御コロキウム part B. 63-68 (1995)

    • Related Report
      1995 Annual Research Report
  • [Publications] 久保喜延: "インテリジェントな橋梁を目指して" 橋梁. Vol.10. 47-49 (1994)

    • Related Report
      1994 Annual Research Report

URL: 

Published: 1994-04-01   Modified: 2016-04-21  

Information User Guide FAQ News Terms of Use Attribution of KAKENHI

Powered by NII kakenhi