DETERMINATION OF FLUTTER DERIVATIVES FOR THE GREAT BELT BRIDGE

被引:42
|
作者
POULSEN, NK [1 ]
DAMSGAARD, A [1 ]
REINHOLD, TA [1 ]
机构
[1] DANISH MARITIME INST,DIV OCEAN WIND & INFORMAT TECHNOL,DK-2800 LYNGBY,DENMARK
关键词
D O I
10.1016/0167-6105(92)90403-W
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new method which combines control theory and system identification techniques has been used to extract flutter derivatives from section model tests for the Great Belt East Bridge. Tests were conducted by exciting the section model simultaneously in vertical and torsional modes of vibration. Tests were primarily conducted in smooth flow for various ratios between vertical and torsional frequencies of vibration. Limited testing was also conducted in turbulent flow and for different angles of attack. The analysis technique described allowed extraction of seven aerodynamic derivatives including coupled motion derivatives from a simple set of tests. This paper describes the control theory and system identification approach used and discusses the limitations encountered. Results are compared with flutter derivatives obtained by other researchers. The method offers a reasonably robust technique for automating the process of extracting aerodynamic derivatives from recorded time histories of coupled vertical and torsional motion.
引用
收藏
页码:153 / 164
页数:12
相关论文
共 50 条
  • [21] Ambient response analysis of the Great Belt Bridge
    Brincker, Rune
    Frandsen, Jannette B.
    Andersen, Palle
    Proceedings of the International Modal Analysis Conference - IMAC, 2000, 1 : 26 - 32
  • [22] Identification of critical structural modes and flutter derivatives for predicting coupled bridge flutter
    Chen, Xinzhong
    Kareem, Ahsan
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2008, 96 (10-11) : 1856 - 1870
  • [23] Flow-induced Flutter Derivatives of Bridge Decks
    Su, B.
    Liu, Y.
    Chambalile, M.
    Wang, G.
    Alam, M. M.
    Barati, E.
    JOURNAL OF APPLIED FLUID MECHANICS, 2025, 18 (04) : 835 - 849
  • [24] Identification of eighteen flutter derivatives of an airfoil and a bridge deck
    Chowdhury, AG
    Sarkar, PP
    WIND AND STRUCTURES, 2004, 7 (03) : 187 - 202
  • [25] Toward an Improvement in the Identification of Bridge Deck Flutter Derivatives
    Bartoli, Gianni
    Contri, Stefano
    Mannini, Claudio
    Righi, Michele
    JOURNAL OF ENGINEERING MECHANICS, 2009, 135 (08) : 771 - 785
  • [26] Vortex shedding excitation of the Great Belt suspension bridge
    Larsen, A
    Esdahl, S
    Andersen, JE
    Vejrum, T
    Jacobsen, HH
    WIND ENGINEERING INTO THE 21ST CENTURY, VOLS 1-3, 1999, : 947 - 954
  • [27] Estimation of structural damping of Great Belt suspension bridge
    Jensen, JL
    Larsen, A
    Andersen, JE
    Vejrum, T
    STRUCTURAL DYNAMICS, VOLS 1 AND 2, 1999, : 801 - 806
  • [28] Determination of flutter derivatives by a taut strip model
    Ma, Rujin
    Chen, Airong
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2007, 95 (9-11) : 1400 - 1414
  • [29] Parametric studies on relationships between flutter derivatives of slender bridge (Ⅰ)
    徐旭
    AppliedMathematicsandMechanics(EnglishEdition), 2009, 30 (02) : 237 - 245
  • [30] MEASURING FLUTTER DERIVATIVES FOR BRIDGE SECTIONAL MODELS IN WATER CHANNEL
    LI, QC
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1995, 121 (01): : 90 - 101