Nonlinear torsional flexings in a periodically forced suspended beam

DOI10.1016/0377-0427(94)90359-XzbMath0811.73034MaRDI QIDQ1342930

Daniela Jacover, Patrick J. McKenna

Publication date: 15 January 1995

Published in: Journal of Computational and Applied Mathematics (Search for Journal in Brave)

zbMATH Keywords

hinged-end boundary conditionslarge-amplitude solutionssmall linear solutionssuspending cables

Mathematics Subject Classification ID

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

Related Items (9)

Nonlinear models of suspension bridges: discussion of the results. ⋮ Loss of energy concentration in nonlinear evolution beam equations ⋮ On the well-posedness and stability for a coupled nonlinear suspension bridge problem ⋮ Unnamed Item ⋮ A piece wise linear suspension bridge model: nonlinear dynamics and orbit continuation ⋮ Unnamed Item ⋮ A general mathematical framework for stochastic analysis of suspension bridges ⋮ Analysis on two types of internal resonance of a suspended bridge structure with inclined main cables based on its sectional model ⋮ Non-linear dynamics of the extended Lazer-McKenna bridge oscillation model

Cites Work

• The Structure of the Solution Set for Periodic Oscillations in a Suspension Bridge Model
• Large-Amplitude Periodic Oscillations in Suspension Bridges: Some New Connections with Nonlinear Analysis
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