* BOUNDARY_SPC_NODE* CONTROL_IMPLICIT_AUTO * CONTROL_IMPLICIT_GENERAL * CONTROL_IMPLICIT_SOLUTION* CONTROL_TERMINATION * DATABASE_BINARY_D3PLOT * DATABASE_GLSTAT * DATABASE_HISTORY_NODE * DATABASE_MATSUM * DATABASE_NODAL_FORCE_GROUP * DATABASE_NODFOR * DATABASE_NODOUT * DEFINE_CURVE * ELEMENT_BEAM * *关键字*结束LOAD_NODE_POINT * MAT_ELASTIC *节点* * SECTION_BEAM * SET_NODE_LIST *部分标题
标题* *关键字李的框架屈曲问题* CONTROL_IMPLICIT_AUTO 1 100 5 1.000 e-09 * CONTROL_IMPLICIT_GENERAL 1 0.003000 - 2 2 1 * CONTROL_IMPLICIT_SOLUTION 6 30 15 1.000 e-06 1.000 e-05 e-05 1.000 0.990000 1.000000 0.0 2 1 1 2 0 1 1 2 0 0.0 0.0 0.0 * 1.000000 * CONTROL_TERMINATION DATABASE_GLSTAT 0.001000 - 1 * 1 * 0.001000 DATABASE_MATSUM DATABASE_NODFOR 1.0000 e-04 1 * 1.0000 DATABASE_NODOUT e-04 1 0 2 * 0.010000 * DATABASE_BINARY_D3PLOT DATABASE_NODAL_FORCE_GROUP 36 1 * 1 * DATABASE_HISTORY_NODE 56 DEFINE_CURVE 1 0 1.000000 1.000000 0.0 0.0 0.0 0.0 1.00000000 5.0000000 e + 04 * ELEMENT_BEAM *第1部分节点* BOUNDARY_SPC_NODE * 1 * SECTION_BEAM 1 1 5 0 0.0 0.030000 0.030000 0.02 0.02 0.830000 * MAT_ELASTIC 1 7850.0007.1740e + 10 0.0 0.0 0.0 0.0 * 56 LOAD_NODE_POINT 2 1 -1.000000 * 56 SET_NODE_LIST 1 0.0 0.0 0.0 0.0 1 6 36 *结束
