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Z. Kang, Kesheng Xu, Z. Luo (2012)
A numerical study on nonlinear vibration of an inclined cable coupled with the deck in cable-stayed bridgesJournal of Vibration and Control, 18
China Civil Engineering journal, 35
V. Gattulli, M. Lepidi (2007)
Localization and veering in the dynamics of cable-stayed bridgesComputers & Structures, 85
G. Tagata (1977)
Harmonically forced, finite amplitude vibration of a stringJournal of Sound and Vibration, 51
M. Abad, A. Shooshtari, V. Esmaeili, A. Riabi (2013)
Nonlinear analysis of cable structures under general loadingsFinite Elements in Analysis and Design, 73
E. Caetano, Á. Cunha, V. Gattulli, M. Lepidi (2008)
Cable–deck dynamic interactions at the International Guadiana Bridge: On‐site measurements and finite element modellingStructural Control and Health Monitoring, 15
Y. Fujino, P. Warnitchai, Benito Pacheco (1993)
An experimental and analytical study of autoparametric resonance in a 3DOF model of cable-stayed-beamNonlinear Dynamics, 4
Bridge Aerodynamics, Balkema Rotterdam, the Netherlands
M. Ahmadizadeh (2013)
Three-dimensional geometrically nonlinear analysis of slack cable structuresComputers & Structures, 128
Bridge Aerodynamics, Balkema Rotterdam, the Netherlands
A. Berlioz, C. Lamarque (2005)
A non-linear model for the dynamics of an inclined cableJournal of Sound and Vibration, 279
J. Lilien, A. Costa (1994)
Vibration Amplitudes Caused by Parametric Excitation of Cable Stayed StructuresJournal of Sound and Vibration, 174
A. Costa, J. Martins, F. Branco, J. Lilien (1996)
OSCILLATIONS OF BRIDGE STAY CABLES INDUCED BY PERIODIC MOTIONS OF DECK AND/OR TOWERSJournal of Engineering Mechanics-asce, 122
China Civil Engineering journal, 35
N. Srinil, G. Rega, S. Chucheepsakul (2003)
Large Amplitude Three-Dimensional Free Vibrations of Inclined Sagged Elastic CablesNonlinear Dynamics, 33
C. Georgakis, Colin Taylor (2005)
Nonlinear dynamics of cable stays. Part 1: sinusoidal cable support excitationJournal of Sound and Vibration, 281
C. Georgakis, Colin Taylor (2005)
Nonlinear dynamics of cable stays. Part 2: stochastic cable support excitationJournal of Sound and Vibration, 281
P. Warnitchai, Y. Fujino, T. Susumpow (1995)
A NON-LINEAR DYNAMIC MODEL FOR CABLES AND ITS APPLICATION TO A CABLE-STRUCTURE SYSTEMJournal of Sound and Vibration, 187
P. Warnitchai, Y. Fujino, Benito Pacheco, Remi Agret (1993)
An experimental study on active tendon control of cable‐stayed bridgesEarthquake Engineering & Structural Dynamics, 22
AbstractA simple mechanical model is proposed to describe the dynamics system of the taut inclined cable excited by the deck vibration. Using Galerkin method, the dynamics system is simplified into a one-degree of freedom nonlinear system. Average method is used to obtain the average equations and bifurcation equation. Bifurcation maps are obtained and used to reveal the evolution mechanism of period-1 motion to period-2 motion. Several motion forms are discussed and evolution progress between different motions is studied. Several kinds of parametric resonance are revealed in various parameter regions. The conclusions indicate that the parametric resonance excited by the frequency ratio 3:2 is significant should be paid more attention.
Nonlinear Engineering – de Gruyter
Published: Sep 26, 2017
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