Nonlinear dynamic analysis of a cable-stayed beam with a nonlinear energy sink
DOI10.1007/S00707-023-03818-6zbMATH Open1542.74031MaRDI QIDQ6544669
Yifei Wang, Tie Ding Guo, Tao Fu, Yunyue Cong, Hou Jun Kang
Publication date: 27 May 2024
Published in: Acta Mechanica (Search for Journal in Brave)
Galerkin methodnatural frequencyHamilton principlevibration suppressionincremental harmonic balance method
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)
Cites Work
- Dynamic modeling and in-plane \(1:1:1\) internal resonance analysis of cable-stayed bridge
- Modeling and nonlinear modal characteristics of the cable-stayed beam
- Analysis on two types of internal resonance of a suspended bridge structure with inclined main cables based on its sectional model
- Nonlinear responses of a cable-beam coupled system under parametric and external excitations
- Modeling, dynamics, and parametric studies of a multi-cable-stayed beam model
- Cable Vibration Reduction with a Hung-on TMD System. Part I: Theoretical Study
- Nonlinear resonant response of the cable-stayed beam with one-to-one internal resonance in veering and crossover regions
- Effects of temperature variation on vibration of a cable-stayed beam
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