A simply supported annular plate is analyzed to determine the first natural frequencies. Example 9 from Introductory Manual for LS-DYNA Users by James M. Kennedy..
*BOUNDARY_SPC_SET *CONTROL_IMPLICIT_EIGENVALUE *CONTROL_IMPLICIT_GENERAL *CONTROL_TERMINATION *DATABASE_BINARY_D3PLOT *ELEMENT_SHELL *END *KEYWORD *MAT_ELASTIC *NODE *PART *SECTION_SHELL *SET_NODE_LIST_GENERATE *TITLE
*KEYWORD
*TITLE
Simply Supported Thin Annular Plate (coarse mesh)
*CONTROL_IMPLICIT_EIGENVALUE
10 0.0 1 1.000000 1 30.00000 2 0.0
*CONTROL_IMPLICIT_GENERAL
1 1.000000
*CONTROL_TERMINATION
1.000000 0 0.0 0.0 0.0
*DATABASE_BINARY_D3PLOT
1.000000
*ELEMENT_SHELL
*NODE
*BOUNDARY_SPC_SET
*PART
1 1 1
*SECTION_SHELL
1 16 0.0 0 1 0.0 0 1
0.060000 0.060000 0.060000 0.060000 0 0.0
*MAT_ELASTIC
1 8000.0002.0000e+11 0.300000 0.0 0.0 0.0
*SET_NODE_LIST_GENERATE
1 0.0 0.0 0.0 0.0
79 104
*SET_NODE_LIST_GENERATE
2 0.0 0.0 0.0 0.0
1 78
*END

