NUMERICAL ANALYSIS OF THE NON-LINEAR DYNAMIC BEHAVIOUR OF SUSPENDED CABLES UNDER TURBULENT WIND EXCITATION
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Publication:3074830
DOI10.1142/S0219455401000172zbMath1205.74036OpenAlexW2029497539MaRDI QIDQ3074830
Luca Martinelli, Federico Perotti
Publication date: 10 February 2011
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1142/s0219455401000172
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10)
Related Items (6)
Some research perspectives in galloping phenomena: critical conditions and post-critical behavior ⋮ DYNAMICS OF SHALLOW CABLES UNDER TURBULENT WIND: A NONLINEAR FINITE ELEMENT APPROACH ⋮ Nonlinear oscillations of cables under harmonic loading using analytical and finite element models. ⋮ An analytical approach to model the hysteretic bending behavior of spiral strands ⋮ Linear and nonlinear dynamics of suspended cable considering bending stiffness ⋮ A SYMPLECTIC ALGORITHM FOR THE STABILITY ANALYSIS OF NONLINEAR PARAMETRIC EXCITED SYSTEMS
Cites Work
- Nonlinear dynamics of an elastic cable under planar excitation
- Parametric analysis of large amplitude free vibrations of a suspended cable
- Planar nonlinear free vibrations of an elastic cable
- Modal coupling in the free nonplanar finite motion of an elastic cable
- On non-linear free vibrations of an elastic cable
- Aeroelastic wind forces on flexible bridge girders
- Natural vibrations of suspended cables with flexible supports
- A total lagrangian geometrically non-linear analysis of combined beam and cable structures
- Geometric nonlinear static analysis of cable supported structures
- Large deformation static and dynamic finite element analysis of extensible cables
- Equilibrium and natural frequencies of cable structures (a nonlinear finite element approach)
- Finite element modelling of transmission line galloping
- Evaluation of orthogonal damping matrices
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