Bar structures

•  DLL 04: Slender beam simply supported subjected to axial load – eigen modes – global buckling  Diamonds

  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  Diamonds

  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  Diamonds

  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  Diamonds

  Description Results References Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SDLL 14: modes...

•  DLL 01: Slender short beam – simply supported – eigenfrequencies  Diamonds

  Description Results References Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SDLL 01: poutre...