DOI QR코드

DOI QR Code

New estimation methodology of six complex aerodynamic admittance functions

  • Han, Y. (Wind Engineering Research Center, College of Civil Engineering, Hunan University) ;
  • Chen, Z.Q. (Wind Engineering Research Center, College of Civil Engineering, Hunan University) ;
  • Hua, X.G. (Wind Engineering Research Center, College of Civil Engineering, Hunan University)
  • 투고 : 2009.01.07
  • 심사 : 2010.02.03
  • 발행 : 2010.05.25

초록

This paper describes a new method for the estimation of six complex aerodynamic admittance functions. The aerodynamic admittance functions relate buffeting forces to the incoming wind turbulent components, of which the estimation accuracy affects the prediction accuracy of the buffeting response of long-span bridges. There should be two aerodynamic admittance functions corresponding to the longitudinal and vertical turbulent components, respectively, for each gust buffeting force. Therefore, there are six aerodynamic admittance functions in all for the three buffeting forces. Sears function is a complex theoretical expression for the aerodynamic admittance function for a thin airfoil. Similarly, the aerodynamic admittance functions for a bridge deck should also be complex functions. This paper presents a separated frequency-by-frequency method for estimating the six complex aerodynamic admittance functions. A new experimental methodology using an active turbulence generator is developed to measure simultaneously all the six complex aerodynamic admittance functions. Wind tunnel tests of a thin plate model and a streamlined bridge section model are conducted in turbulent flow. The six complex aerodynamic admittance functions, determined by the developed methodology are compared with the Sears functions and Davenport's formula.

키워드

과제정보

연구 과제 주관 기관 : National Science Foundation of China

참고문헌

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피인용 문헌

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  2. Identification of aerodynamic admittance functions of a flat closed-box deck in different grid-generated turbulent wind fields vol.21, pp.3, 2018, https://doi.org/10.1177/1369433217718985
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  4. Wind loads and effects on rigid frame bridges with twin-legged high piers at erection stages vol.20, pp.10, 2017, https://doi.org/10.1177/1369433216684350
  5. Analysis on running safety of train on the bridge considering sudden change of wind load caused by wind barriers 2018, https://doi.org/10.1007/s11709-017-0455-1
  6. Identification and application of six-component aerodynamic admittance functions of a closed-box bridge deck vol.172, 2018, https://doi.org/10.1016/j.jweia.2017.11.002
  7. Aerodynamic admittances of bridge deck sections: Issues and wind field dependence vol.25, pp.3, 2010, https://doi.org/10.12989/was.2017.25.3.283
  8. Numerical simulation of wind turbulence by DSRFG and identification of the aerodynamic admittance of bridge decks vol.14, pp.1, 2010, https://doi.org/10.1080/19942060.2020.1844805
  9. Investigation on spanwise coherence of buffeting forces acting on bridges with bluff body decks vol.30, pp.2, 2010, https://doi.org/10.12989/was.2020.30.2.181
  10. Flow-conditioning of a subsonic wind tunnel to model boundary layer flows vol.30, pp.4, 2010, https://doi.org/10.12989/was.2020.30.4.339
  11. Gust Buffeting and Aerodynamic Admittance of Structures with Arbitrary Mode Shapes. I: Enhanced Equivalent Spectrum Technique vol.147, pp.1, 2021, https://doi.org/10.1061/(asce)em.1943-7889.0001872