Effects of temperature variation on vibration of a cable-stayed beam

DOI10.1142/S0219455417501231MaRDI QIDQ6492836

Xiao-Yu Zhang, Yaobing Zhao, Lin-Cong Chen, Zhiqian Wang

Publication date: 26 April 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

eigenvalue analysisHamilton's principletemperature effectcable-stayed beamveering point

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Thermal effects in solid mechanics (74F05)

Cites Work

• Static and dynamic response of elastic suspended cables with damage
• One-to-two global-local interaction in a cable-stayed beam observed through analytical, finite element and experimental models
• Nonlinear interactions in the planar dynamics of cable-stayed beam.
• Energy-based formulation for nonlinear normal modes in cable-stayed beam
• Modeling and nonlinear modal characteristics of the cable-stayed beam
• Dynamic behavior of cable-stayed beam with localized damage
• Nonlinear Structural Mechanics

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