Modeling and parametric analysis of in-plane free vibration of a floating cable-stayed bridge with transfer matrix method
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Publication:6493343
DOI10.1142/S0219455420500042WikidataQ127232018 ScholiaQ127232018MaRDI QIDQ6493343
Xiaoyang Su, Tie Ding Guo, Hou Jun Kang, Yunyue Cong
Publication date: 26 April 2024
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
frequencytransfer matrix methodCFRPfloating cable-stayed bridgemulti-beam model with discrete springsvertical bending stiffness
Cites Work
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- Modeling and parameter analysis of in-plane dynamics of a suspension bridge with transfer matrix method
- Wind--rain-induced vibration of cable: an analytical model. I.
- Nonlinear interactions in the planar dynamics of cable-stayed beam.
- 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
- Modeling and parametric analysis of arch bridge with transfer matrix method
- Planar nonlinear dynamic behavior of a cable-stayed bridge under excitation of tower motion
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