1.4 Mode-based dynamic analysis

Abaqus Benchmarks Manual

1.4 Mode-based dynamic analysis

“Free vibrations of a spherical shell,” Section 1.4.1
“Eigenvalue analysis of a beam under various end constraints and loadings,” Section 1.4.2
“Vibration of a cable under tension,” Section 1.4.3
“Free and forced vibrations with damping,” Section 1.4.4
“Verification of Rayleigh damping options with direct integration and modal superposition,” Section 1.4.5
“Eigenvalue analysis of a cantilever plate,” Section 1.4.6
“Vibration of a rotating cantilever plate,” Section 1.4.7
“Response spectrum analysis of a simply supported beam,” Section 1.4.8
“Linear analysis of a rod under dynamic loading,” Section 1.4.9
“Random response to jet noise excitation,” Section 1.4.10
“Random response of a cantilever subjected to base motion,” Section 1.4.11
“Double cantilever subjected to multiple base motions,” Section 1.4.12
“Analysis of a cantilever subject to earthquake motion,” Section 1.4.13
“Residual modes for modal response analysis,” Section 1.4.14