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Volumn 62, Issue 8, 2005, Pages 1064-1104

Time domain modelling of aeroelastic bridge decks: A comparative study and an application

Author keywords

Aeroelastic forces; Flutter analysis; Geometrical nonlinearity; Quasi steady; Stress ribbon bridge; Time domain approach

Indexed keywords

AERODYNAMICS; AIRFOILS; BENCHMARKING; BRIDGE DECKS; DATA RECORDING; DERIVATIVES; FOOTBRIDGES; MATHEMATICAL MODELS;

EID: 14044255321     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/nme.1238     Document Type: Article
Times cited : (18)

References (32)
  • 5
    • 0032803626 scopus 로고    scopus 로고
    • Advanced aerodynamics analysis of suspension bridges by state-space approach
    • (ASCE)
    • Boonyapinyo V, Miyata T, Yamada H. Advanced aerodynamics analysis of suspension bridges by state-space approach. Journal of Structures Engineering (ASCE) 1999; 125(12):1357-1366.
    • (1999) Journal of Structures Engineering , vol.125 , Issue.12 , pp. 1357-1366
    • Boonyapinyo, V.1    Miyata, T.2    Yamada, H.3
  • 6
    • 0002897840 scopus 로고    scopus 로고
    • Computer simulation of buffeting actions of suspension bridges under turbulent wind
    • Ding Q, Lee PKK. Computer simulation of buffeting actions of suspension bridges under turbulent wind. Journal of Computer and Structures 2000; 76:787-797.
    • (2000) Journal of Computer and Structures , vol.76 , pp. 787-797
    • Ding, Q.1    Lee, P.K.K.2
  • 8
    • 0003927402 scopus 로고
    • General theory of aerodynamic instability and the mechanism of flutter
    • Theodorsen T. General theory of aerodynamic instability and the mechanism of flutter. NACA Technical Report 496, 1935.
    • (1935) NACA Technical Report 496
    • Theodorsen, T.1
  • 10
    • 0037293411 scopus 로고    scopus 로고
    • Time domain vs. frequency domain characterization of aeroelastic forces for bridge deck sections
    • Caracoglia L, Jones NP. Time domain vs. frequency domain characterization of aeroelastic forces for bridge deck sections. Journal of Wind Engineering and Industrial Aerodynamics 2003; 91(3):371-402.
    • (2003) Journal of Wind Engineering and Industrial Aerodynamics , vol.91 , Issue.3 , pp. 371-402
    • Caracoglia, L.1    Jones, N.P.2
  • 13
    • 0028482748 scopus 로고
    • Identification of aeroelastic parameter of flexible bridge
    • (ASCE)
    • Sarkar PP, Jones NP, Scanlan RH. Identification of aeroelastic parameter of flexible bridge. Journal of Engineering Mechanics (ASCE) 1994; 120(8):1718-1742.
    • (1994) Journal of Engineering Mechanics , vol.120 , Issue.8 , pp. 1718-1742
    • Sarkar, P.P.1    Jones, N.P.2    Scanlan, R.H.3
  • 14
    • 0018012524 scopus 로고
    • The action of flexible bridges under wind. 2: Buffeting theory
    • Scanlan RH. The action of flexible bridges under wind. 2: buffeting theory. Journal of Sound and Vibration 1978; 60(2):201-211.
    • (1978) Journal of Sound and Vibration , vol.60 , Issue.2 , pp. 201-211
    • Scanlan, R.H.1
  • 15
    • 0001948584 scopus 로고
    • Akashi Kaikyo Bridge: Wind effects and full model wind tunnel tests
    • Larsen A (ed.). Balkema: Rotterdam
    • Miyata T, Yokoyama K, Yasuda M, Hikami Y. Akashi Kaikyo Bridge: wind effects and full model wind tunnel tests. In Aerodynamics of Large Bridges, Larsen A (ed.). Balkema: Rotterdam, 1992.
    • (1992) Aerodynamics of Large Bridges
    • Miyata, T.1    Yokoyama, K.2    Yasuda, M.3    Hikami, Y.4
  • 16
    • 0345247006 scopus 로고
    • Wind effects on the dynamic behaviour of a suspension bridge
    • Internal report, University of Milan
    • Diana G, Falco M, Curami A, Gasparetto M, Pizziooni B, Chelli F. Wind effects on the dynamic behaviour of a suspension bridge. Internal report, University of Milan, 1986.
    • (1986)
    • Diana, G.1    Falco, M.2    Curami, A.3    Gasparetto, M.4    Pizziooni, B.5    Chelli, F.6
  • 17
    • 0041467457 scopus 로고    scopus 로고
    • Geometrically non-linear structures subjected to wind actions
    • Ph.D. Dissertation, University of Padua, Italy
    • Lazzari M. Geometrically non-linear structures subjected to wind actions. Ph.D. Dissertation, University of Padua, Italy, 2002.
    • (2002)
    • Lazzari, M.1
  • 18
    • 0020735722 scopus 로고
    • Multimode bridge response to wind excitations
    • (ASCE)
    • Lin YK, Yang JN. Multimode bridge response to wind excitations. Journal of Engineering Mechanics (ASCE) 1983; 109(2):586-603.
    • (1983) Journal of Engineering Mechanics , vol.109 , Issue.2 , pp. 586-603
    • Lin, Y.K.1    Yang, J.N.2
  • 19
    • 0024143586 scopus 로고
    • Stochastic stability of bridges considering coupled modes
    • (ASCE)
    • Bucher CG, Lin YK. Stochastic stability of bridges considering coupled modes, Journal of Engineering Mechanics (ASCE) 1988; 114 (12):2055-2071.
    • (1988) Journal of Engineering Mechanics , vol.114 , Issue.12 , pp. 2055-2071
    • Bucher, C.G.1    Lin, Y.K.2
  • 21
    • 0024050531 scopus 로고
    • Nonlinear programming extensions to rational function approximation methods for unsteady aerodynamic forces
    • Tiffany SH, Adams WM. Nonlinear programming extensions to rational function approximation methods for unsteady aerodynamic forces. NASA Technical Paper 2776, 1988.
    • (1988) NASA Technical Paper 2776
    • Tiffany, S.H.1    Adams, W.M.2
  • 22
    • 0003988661 scopus 로고
    • Airplane math modeling methods for active control design: Structural aspects of active control
    • AGARD-CP-8, Advisory Group for Aerospace Research and Development, Neuilly-sur-Seine, France
    • Roger KL. Airplane math modeling methods for active control design: structural aspects of active control. AGARD-CP-8, Advisory Group for Aerospace Research and Development, Neuilly-sur-Seine, France, 1977.
    • (1977)
    • Roger, K.L.1
  • 23
    • 0343341751 scopus 로고    scopus 로고
    • Aeroelastic wind forces on flexible bridge girders
    • Borri C, Hoffer R. Aeroelastic wind forces on flexible bridge girders. Meccanica 2000; 35(1):1-15.
    • (2000) Meccanica , vol.35 , Issue.1 , pp. 1-15
    • Borri, C.1    Hoffer, R.2
  • 24
    • 14044264581 scopus 로고    scopus 로고
    • Non-stationary flow forces for the numerical simulation of aeroelastic instability of bridge decks
    • Taormina, Italy
    • Borri C, Costa C, Zahlten W. Non-stationary flow forces for the numerical simulation of aeroelastic instability of bridge decks. AIMETA-2001, Taormina, Italy, 2001.
    • (2001) AIMETA-2001
    • Borri, C.1    Costa, C.2    Zahlten, W.3
  • 25
    • 0036563663 scopus 로고    scopus 로고
    • Non-stationary flow forces for the numerical simulation of aeroelastic instability of bridge decks
    • Borri C, Costa C, Zahlten W. Non-stationary flow forces for the numerical simulation of aeroelastic instability of bridge decks. Computers and Structures 2002; 80(12):1071-1079.
    • (2002) Computers and Structures , vol.80 , Issue.12 , pp. 1071-1079
    • Borri, C.1    Costa, C.2    Zahlten, W.3
  • 26
    • 0036842281 scopus 로고    scopus 로고
    • Advanced in modeling of aerodynamic forces on bridge decks
    • (ASCE)
    • Chen X, Kareem A. Advanced in modeling of aerodynamic forces on bridge decks. Journal of Engineering Mechanics (ASCE) 2002; 128 (11):1193-1205.
    • (2002) Journal of Engineering Mechanics , vol.128 , Issue.11 , pp. 1193-1205
    • Chen, X.1    Kareem, A.2
  • 27
    • 0034107822 scopus 로고    scopus 로고
    • Time domain flutter and buffeting response analysis of bridges
    • (ASCE)
    • Chen X, Matsumoto M, Kareem A. Time domain flutter and buffeting response analysis of bridges. Journal of Engineering Mechanics (ASCE) 2000; 126(1):7-16.
    • (2000) Journal of Engineering Mechanics , vol.126 , Issue.1 , pp. 7-16
    • Chen, X.1    Matsumoto, M.2    Kareem, A.3
  • 28
    • 0020971239 scopus 로고    scopus 로고
    • Measurement an application of the aerodynamic admittance function for the a box-girder bridge
    • Walshe DE, Wyatt TA. Measurement an application of the aerodynamic admittance function for the a box-girder bridge. Journal of Wind Engineering and Industrial Aerodynamics 1999; 14:211-222.
    • (1999) Journal of Wind Engineering and Industrial Aerodynamics , vol.14 , pp. 211-222
    • Walshe, D.E.1    Wyatt, T.A.2
  • 30
    • 0031188562 scopus 로고    scopus 로고
    • Finite element solution of the stability problem for nonlinear undamped and damped systems under nonconservative loading
    • Vitaliani RV, Gasparini AM, Saetta AV. Finite element solution of the stability problem for nonlinear undamped and damped systems under nonconservative loading. International Journal of Solids and Structures 1997; 34(19):2497-2516.
    • (1997) International Journal of Solids and Structures , vol.34 , Issue.19 , pp. 2497-2516
    • Vitaliani, R.V.1    Gasparini, A.M.2    Saetta, A.V.3
  • 31
    • 0034830393 scopus 로고    scopus 로고
    • Non-linear dynamics analysis of cable-suspend structures subjected to wind actions
    • Lazzari M, Saetta A, Vitaliani R. Non-linear dynamics analysis of cable-suspend structures subjected to wind actions. Journal of Computers and Structures 2001; 79(9):953-969.
    • (2001) Journal of Computers and Structures , vol.79 , Issue.9 , pp. 953-969
    • Lazzari, M.1    Saetta, A.2    Vitaliani, R.3
  • 32
    • 0004725260 scopus 로고
    • Pedestrian prestressed concrete bridge across the Sacramento river at Redding, California
    • (A.I.T.E.C.)
    • Redfield C, Kompfner T, Strasky J. Pedestrian prestressed concrete bridge across the Sacramento river at Redding, California. L'Industria Italiana del Cemento-Italy (A.I.T.E.C.) 1992; 2 82-99.
    • (1992) L'Industria Italiana Del Cemento-Italy , vol.2 , pp. 82-99
    • Redfield, C.1    Kompfner, T.2    Strasky, J.3


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