Forced vibration of a cable-stayed beam by Green's function approach
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Publication:6490658
DOI10.1142/S0219455420500558MaRDI QIDQ6490658
Lun Liu, Dengqing Cao, Hesheng Han
Publication date: 23 April 2024
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Cites Work
- Planar nonlinear free vibrations of an elastic cable
- Modal interactions in the non-linear response of elastic cables under parametric/external excitation
- Analysis of rotating nonuniform pretwisted beams with an elastically restrained root and a tip mass.
- Nonlinear interactions in the planar dynamics of cable-stayed beam.
- Dynamic modeling for rotating composite Timoshenko beam and analysis on its bending-torsion coupled vibration
- Green's function for uniform Euler-Bernoulli beams at resonant condition: introduction of Fredholm alternative theorem
- Green's functions for forced vibration analysis of bending-torsion coupled Timoshenko beam
- Forced vibration of Euler–Bernoulli beams by means of dynamic Green functions
- Vibration Amplitudes Caused by Parametric Excitation of Cable Stayed Structures
- Green’s Functions with Applications, Second Edition
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