DLX 04: Thin circle – fixed at two points – eigen frequencies Description Results References Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SDLL 12: anneau...
DLL 04: Slender beam simply supported subjected to axial load – eigen modes – global buckling Description Results Eigen modes Note: only the mass of vertical loads contributes to the eigenmodes. So these eigen modes are...
DLL 03: slender beam fixed at both ends with different inertia – dynamic response Description Results Eigen modes The eigen modes are calculated using the modal mass due to the self-weight. The load q...
DLX 03: Planar frame – dynamic response Description Results Eigen modes 1 Only the modes relevant for the dynamic response are listed in this table Dynamic response Deformation ...
DLX 06: Thin walled tube section – eigenfrequencies Description Results References Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SDLL 14: modes...