Modeling of the multi-cable supported arch and a novel technique to investigate the natural vibratory characteristics

DOI10.1016/J.APM.2019.05.055zbMath1481.74474OpenAlexW2947643055MaRDI QIDQ1985138

Youyi Zeng, Ming Yuan, Guangya Tu, Zhuang-peng Yi

Publication date: 7 April 2020

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2019.05.055

zbMATH Keywords

modelingcable-arch substructurelocal and global modesmulti-cable supported archsubstructure transferring techniqueveering phenomena

Mathematics Subject Classification ID

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

Related Items (3)

Dynamic modeling and analysis on planar free vibration of long-span arch bridges during construction ⋮ Nonlinear Dynamics of Suspended Cables under Periodic Excitation in Thermal Environments: Two-to-One Internal Resonance ⋮ A novel modeling method for in-plane eigenproblem estimation of the cable-stayed bridges

Cites Work

• Planar nonlinear free vibrations of an elastic cable
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• One-to-two global-local interaction in a cable-stayed beam observed through analytical, finite element and experimental models
• Non-linear interactions in imperfect beams at veering
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• Multiple resonances in suspended cables: direct versus reduced-order models
• Dynamic modeling and in-plane \(1:1:1\) internal resonance analysis of cable-stayed bridge
• Nonlinear lateral vibrations and two-to-one resonant responses of a single pile with soil-structure interaction
• Nonlinear free vibration of a beam on Winkler foundation with consideration of soil mass motion of finite depth
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• Modeling and parametric analysis of arch bridge with transfer matrix method
• A transfer matrix method capable of determining the exact solutions of a twisted Bernoulli-Euler beam with multiple edge cracks
• Planar non-linear oscillations of elastic cables under subharmonic resonance conditions

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