Global-local approach to solving vibration of large truss structures
From MaRDI portal
Publication:3474958
DOI10.2514/3.10389zbMath0697.73050OpenAlexW1976621734MaRDI QIDQ3474958
No author found.
Publication date: 1990
Published in: AIAA Journal (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.2514/3.10389
dynamic problemscontinuum beam modelcontinuum Timoshenko beamcontinuum-discrete modelingelement forcesmodel response
Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05)
Related Items (4)
Coupled vibration analysis for equivalent dynamic model of the space antenna truss ⋮ Nonlinear Breathing Vibrations and Chaos of a Circular Truss Antenna with 1:2 Internal Resonance ⋮ Nonlinear response of a planar repetitive space truss with joints based on multi-harmonic equivalent model ⋮ Equivalent continuum modeling method for transient response analysis of large space truss structures with nonlinear elastic joints
This page was built for publication: Global-local approach to solving vibration of large truss structures