沐沐子想吃瓜 沐沐子想吃瓜
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计算分析遇见如下问题如何解决 加了钢束后就会出现这些问题,不知道从那里改起 MULTI-FRONTAL SOLVER AVAILABLE MEMORY = 11.1 GBYTES WARNING : WOBBLE FRICTION FACTOR IS LARGE. CHECK THE INPUT. リ FACTOR = ******** WARNING : WOBBLE FRICTION FACTOR IS LARGE. CHECK THE INPUT. リ FACTOR = ******** CONSTRUCTION STEP NO. : 1 / 87 STAGE NO : 1 STEP NO : 1 ENTRY PHASE FOR RENUMBERING ENTRY NUMBERING_EQN ENTRY FORM_STIFF_MASS_LOAD THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED. ELEMENT NO. : 12 OF 62 ENTRY SOLUTION PHASE ENTRY LOAD_BLOCK TOTAL NUMBER OF VALID DOFS IN MODEL : 52 ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS ) ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01 ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01 CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE CONSTRUCTION STEP NO. : 2 / 87 STAGE NO : 1 STEP NO : 2 ENTRY PHASE FOR RENUMBERING ENTRY NUMBERING_EQN ENTRY FORM_STIFF_MASS_LOAD THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED. ELEMENT NO. : 12 OF 62 ENTRY SOLUTION PHASE ENTRY LOAD_BLOCK TOTAL NUMBER OF VALID DOFS IN MODEL : 52 ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS ) ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01 ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01 ITERATION NO. : 3 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01 CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE CONSTRUCTION STEP NO. : 3 / 87 STAGE NO : 1 STEP NO : 3 ENTRY PHASE FOR RENUMBERING ENTRY NUMBERING_EQN ENTRY FORM_STIFF_MASS_LOAD THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED. ELEMENT NO. : 12 OF 62 ENTRY SOLUTION PHASE ENTRY LOAD_BLOCK TOTAL NUMBER OF VALID DOFS IN MODEL : 52 ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS ) ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01 ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01 ITERATION NO. : 3 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01 CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE CONSTRUCTION STEP NO. : 4 / 87 STAGE NO : 2 STEP NO : 1 ENTRY PHASE FOR RENUMBERING ENTRY NUMBERING_EQN ENTRY FORM_STIFF_MASS_LOAD THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED. ELEMENT NO. : 12 OF 62 ENTRY SOLUTION PHASE ENTRY LOAD_BLOCK TOTAL NUMBER OF VALID DOFS IN MODEL : 84 ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS ) ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01 ERROR NORM IS NaN or INFINITE THE PROGRAM IS ABORTED
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