A novel modeling method for in-plane eigenproblem estimation of the cable-stayed bridges
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Publication:2049799
DOI10.1016/j.apm.2020.05.026zbMath1481.74466OpenAlexW3033142641MaRDI QIDQ2049799
Publication date: 27 August 2021
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2020.05.026
Related Items (1)
Dynamic modeling and analysis on planar free vibration of long-span arch bridges during construction
Cites Work
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- Dynamic modeling and in-plane \(1:1:1\) internal resonance analysis of cable-stayed bridge
- Energy-based formulation for nonlinear normal modes in cable-stayed beam
- Modeling of the multi-cable supported arch and a novel technique to investigate the natural vibratory characteristics
- Modeling and parametric analysis of arch bridge with transfer matrix method
- Modeling and vibratory characteristics of a mass-carrying cable system with multiple pulley supports in span range
- An energy finite element method for high frequency vibration analysis of beams with axial force
- Planar nonlinear dynamic behavior of a cable-stayed bridge under excitation of tower motion
- Riccati discrete time transfer matrix method for elastic beam undergoing large overall motion
- Transfer matrix method for linear multibody system
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