Nonlinear interactions in the planar dynamics of cable-stayed beam.

DOI10.1016/S0020-7683(03)00266-XzbMath1041.74514OpenAlexW2047504825MaRDI QIDQ1427140

Marco Lepidi, Vincenzo Gattulli

Publication date: 14 March 2004

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7683(03)00266-x

zbMATH Keywords

Galerkin methodSensitivityNonlinear oscillationsDynamic interactionEnergy transferAutoparametric resonanceCable-stayed beamCables

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)

Related Items (18)

Dynamic modeling and in-plane \(1:1:1\) internal resonance analysis of cable-stayed bridge ⋮ An asymptotic study of nonlinear coupled vibration of arch-foundation structural system ⋮ Modeling and nonlinear modal characteristics of the cable-stayed beam ⋮ Nonlinear study of the dynamic behavior of a string-beam coupled system under combined excitations ⋮ Global bifurcations and chaotic dynamics for a string-beam coupled system ⋮ Steady states and nonlinear buckling of cable-suspended beam systems ⋮ Nonlinear resonant response of the cable-stayed beam with one-to-one internal resonance in veering and crossover regions ⋮ Free vibration analysis of rotating composite Timoshenko beams with bending-torsion couplings ⋮ Studies on bifurcation and chaos of a string-beam coupled system with two degrees-of-freedom ⋮ Effects of Supporting Member on the Nonlinear Parametric Resonance of a Cable ⋮ Chaotic vibration and resonance phenomena in a parametrically excited string-beam coupled system ⋮ Passive control of one degree of freedom nonlinear quadratic oscillator under combination resonance ⋮ \(3:1\) internal resonance of a string-beam coupled system with cubic nonlinearities ⋮ Nonlinear responses of a cable-beam coupled system under parametric and external excitations ⋮ Analysis on two types of internal resonance of a suspended bridge structure with inclined main cables based on its sectional model ⋮ Aeroelastic stability of a symmetric multi-body section model ⋮ Free vibration of summation resonance of suspended-cable-stayed beam ⋮ NONLINEAR RESPONSES OF A STRING-BEAM COUPLED SYSTEM WITH FOUR-DEGREES-OF-FREEDOM AND MULTIPLE PARAMETRIC EXCITATIONS

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• AUTO-86

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