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Volumn 40, Issue 18, 2003, Pages 4729-4748

Nonlinear interactions in the planar dynamics of cable-stayed beam

Author keywords

Autoparametric resonance; Cable stayed beam; Cables; Dynamic interaction; Energy transfer; Galerkin; Nonlinear oscillations; Sensitivity

Indexed keywords

BOUNDARY CONDITIONS; INTEGRODIFFERENTIAL EQUATIONS; OSCILLATIONS; RESONANCE;

EID: 0042313891     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(03)00266-X     Document Type: Article
Times cited : (137)

References (28)
  • 1
    • 0026254372 scopus 로고
    • Importance of cable vibration in dynamics of cable-stayed beam
    • Abdel-Ghaffar A.M. Khalifa M.A. Importance of cable vibration in dynamics of cable-stayed beam ASCE, J. Engng. Mech. 117 11 1991 2571-2589
    • (1991) ASCE, J. Engng. Mech. , vol.117 , Issue.11 , pp. 2571-2589
    • Abdel-Ghaffar, A.M.1    Khalifa, M.A.2
  • 3
    • 0035575654 scopus 로고    scopus 로고
    • On the determination of natural frequencies and mode shapes of cable-stayed bridges
    • Au F.T.K. Cheng Y.S. Cheung Y.K. Zheng D.Y. On the determination of natural frequencies and mode shapes of cable-stayed bridges Appl. Mathematical Modelling 25 2001 1099-1115
    • (2001) Appl. Mathematical Modelling , vol.25 , pp. 1099-1115
    • Au, F.T.K.1    Cheng, Y.S.2    Cheung, Y.K.3    Zheng, D.Y.4
  • 5
    • 0032880811 scopus 로고    scopus 로고
    • Dynamic performance of a curved cable-stayed bridge
    • Brownjohn J.M.W. Lee J. Cheong B. Dynamic performance of a curved cable-stayed bridge Engng. Structures 21 1999 1015-1027
    • (1999) Engng. Structures , vol.21 , pp. 1015-1027
    • Brownjohn, J.M.W.1    Lee, J.2    Cheong, B.3
  • 7
    • 85031134445 scopus 로고    scopus 로고
    • Investigation of dynamic cable-deck interaction in a physical model of a cable-stayed bridge: Part I. Modal analysis; Part II. Seismic response
    • Caetano E. Cunha A. Taylor C.A. Investigation of dynamic cable-deck interaction in a physical model of a cable-stayed bridge: Part I. Modal analysis; Part II. Seismic response Earthquake Engng. and Structural Dynamics 29 2001 499-521
    • (2001) Earthquake Engng. and Structural Dynamics , vol.29 , pp. 499-521
    • Caetano, E.1    Cunha, A.2    Taylor, C.A.3
  • 8
    • 0028977272 scopus 로고
    • Full scale dynamic testing of the Alamillo cable-stayed bridge in Sevilla (Spain)
    • Casas J.R. Full scale dynamic testing of the Alamillo cable-stayed bridge in Sevilla (Spain) Earthquake Engng. and Structural Dynamics 24 1 1995 35-51
    • (1995) Earthquake Engng. and Structural Dynamics , vol.24 , Issue.1 , pp. 35-51
    • Casas, J.R.1
  • 10
    • 0027585761 scopus 로고
    • An experimental and analytical study of autoparametric resonance in a 3DOF model of cable-stayed-beam
    • Fujino Y. Warnitchai P. Pacheco B.M. An experimental and analytical study of autoparametric resonance in a 3DOF model of cable-stayed-beam Nonlinear Dynamics 4 1993 111-138
    • (1993) Nonlinear Dynamics , vol.4 , pp. 111-138
    • Fujino, Y.1    Warnitchai, P.2    Pacheco, B.M.3
  • 12
    • 0031223183 scopus 로고    scopus 로고
    • Planar motion of a cable-supported beam with feedback controlled actions
    • Gattulli V. Paolone A. Planar motion of a cable-supported beam with feedback controlled actions J. Intelligent Material and Structures 8 9 1997 767-774
    • (1997) J. Intelligent Material and Structures , vol.8 , Issue.9 , pp. 767-774
    • Gattulli, V.1    Paolone, A.2
  • 13
    • 0031258633 scopus 로고    scopus 로고
    • Nonlinear oscillations of a nonresonant cable under in-plane excitation with a longitudinal control
    • Gattulli V. Pasca M. Vestroni F. Nonlinear oscillations of a nonresonant cable under in-plane excitation with a longitudinal control Nonlinear Dynamics 14 1997 139-156
    • (1997) Nonlinear Dynamics , vol.14 , pp. 139-156
    • Gattulli, V.1    Pasca, M.2    Vestroni, F.3
  • 15
    • 0021758228 scopus 로고
    • Theoretical and experimental study of modal interaction in a two-degree-of-freedom structure
    • Haddow A.G. Barr A.D.S. Mook D.T. Theoretical and experimental study of modal interaction in a two-degree-of-freedom structure J. Sound and Vibration 97 3 1984 451-473
    • (1984) J. Sound and Vibration , vol.97 , Issue.3 , pp. 451-473
    • Haddow, A.G.1    Barr, A.D.S.2    Mook, D.T.3
  • 17
    • 0028448967 scopus 로고
    • Vibration amplitudes caused by parametric excitations of cable stayed structures
    • Lilien J.L. Pinto da Costa A. Vibration amplitudes caused by parametric excitations of cable stayed structures J. Sound and Vibration 174 1994 69-90
    • (1994) J. Sound and Vibration , vol.174 , pp. 69-90
    • Lilien, J.L.1    Pinto da Costa, A.2
  • 19
    • 0002485512 scopus 로고    scopus 로고
    • Nonlinear decentralized active tendon control of cable-stayed bridges
    • Magana M.E. Rodellar J. Nonlinear decentralized active tendon control of cable-stayed bridges J. Structural Control 5 1 1998 45-62
    • (1998) J. Structural Control , vol.5 , Issue.1 , pp. 45-62
    • Magana, M.E.1    Rodellar, J.2
  • 21
    • 0025536588 scopus 로고
    • Experimental investigation of resonantly forced oscillations of a two-degree-of-freedom structure
    • Nayfeh A.H. Balachandran B. Experimental investigation of resonantly forced oscillations of a two-degree-of-freedom structure Int. J. Non-linear Mech. 25 1990 199-209
    • (1990) Int. J. Non-linear Mech. , vol.25 , pp. 199-209
    • Nayfeh, A.H.1    Balachandran, B.2
  • 22
    • 0025199609 scopus 로고
    • Nonlinear earthquake-response analysis of long-span cable-stayed bridges: Part I. Theory; Part II. Applications
    • Nazmy A.S. Abdel-Ghaffar A.M. Nonlinear earthquake-response analysis of long-span cable-stayed bridges: Part I. Theory; Part II. Applications Earthquake Engng. and Structural Dynamics 19 1990 45-62 63-76
    • (1990) Earthquake Engng. and Structural Dynamics , vol.19 , pp. 45-62
    • Nazmy, A.S.1    Abdel-Ghaffar, A.M.2
  • 23
    • 0026836244 scopus 로고
    • Modal interactions in the non-linear response of elastic cables under parametric/external excitation
    • Perkins N.C. Modal interactions in the non-linear response of elastic cables under parametric/external excitation Int. J. Non-Linear Mech. 27 1992 233-250
    • (1992) Int. J. Non-Linear Mech. , vol.27 , pp. 233-250
    • Perkins, N.C.1
  • 24
    • 0000765175 scopus 로고    scopus 로고
    • Oscillations of bridge stay cables induced by periodic motions of deck and/or towers
    • Pinto da Costa A. Martins J.A.C. Branco F. Lilien J.L. Oscillations of bridge stay cables induced by periodic motions of deck and/or towers ASCE, J. Engng. Mech. 122 7 1996 613-622
    • (1996) ASCE, J. Engng. Mech. , vol.122 , Issue.7 , pp. 613-622
    • Pinto da Costa, A.1    Martins, J.A.C.2    Branco, F.3    Lilien, J.L.4
  • 27
    • 0029640450 scopus 로고
    • A non-linear dynamic model for cables and its application to a cable-structure system
    • Warnitchai P. Fujino Y. Susumpow T. A non-linear dynamic model for cables and its application to a cable-structure system J. Sound and Vibration 187 4 1995 695-712
    • (1995) J. Sound and Vibration , vol.187 , Issue.4 , pp. 695-712
    • Warnitchai, P.1    Fujino, Y.2    Susumpow, T.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.