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Wind-Resistant Safety Reviews of Cable-Stayed Bridge by Wind Tunnel Tests

풍동실험을 통한 사장교의 내풍 안전성 검토

  • Huh, Taik-Nyung (School of Civil, Environmental and Chemical Engineering Changwon National University)
  • 허택녕 (창원대학교 토목환경화공융합공학부)
  • Received : 2020.05.29
  • Accepted : 2020.07.03
  • Published : 2020.08.31

Abstract

Because suicide accidents sometimes were happened in grand bridges over rivers or sea water recently, it will be necessary that prevention measures be made preparation in advance from now on. Additional safety facilities must be needed in addition to existing safety facilities in such a way as this prevention measure. In order to make cable-stayed bridge safe on wind for additional safety facilities, main girder models with added safety facilities for wind-tunnel tests was made, and wind tunnel experiments was carried out to measure aerodynamic force coefficients. Also, wind-resistant analyses of 3D cable-stayed bridge were performed on the basis of wind-tunnel test results. From the wind experiments, force coefficients of main girder with added safety facilities were assessed, and it is known that there are little possibility of galloping and rotation of steel main girder. Finally, from the wind resistant analyses, it was concluded that wind-resistant safety of cable-stayed bridge was secured on wind speed 60.6m/sec.

Keywords

References

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