Modeling and nonlinear modal characteristics of the cable-stayed beam

DOI10.1016/J.EUROMECHSOL.2014.02.014zbMath1406.74412OpenAlexW2049102442MaRDI QIDQ1669428

Ceshi Sun, Yaobing Zhao, Zhiqian Wang, Zhuang-peng Yi

Publication date: 3 September 2018

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2014.02.014

zbMATH Keywords

Hamilton's variational principlenatural frequencycable-stayed beam

Mathematics Subject Classification ID

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

Related Items (7)

Energy-based formulation for nonlinear normal modes in cable-stayed beam ⋮ Modeling, dynamics, and parametric studies of a multi-cable-stayed beam model ⋮ Steady states and nonlinear buckling of cable-suspended beam systems ⋮ Effects of temperature variation on vibration of a cable-stayed beam ⋮ Modeling and parametric analysis of in-plane free vibration of a floating cable-stayed bridge with transfer matrix method ⋮ Free vibration of summation resonance of suspended-cable-stayed beam ⋮ Natural characteristic and vibration analysis of nonlinear articulated multi-beam ring structure for modeling ring truss antenna under base excitation

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