midas连续刚构桥模型的运行错误

MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 894.6 MBytes
CONSTRUCTION STEP NO. : 1 / 14 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. : 784 OF 784
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 463 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2211
WARNING : NODE NO. 58 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6
WARNING : NODE NO. 467 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 2238
WARNING : NODE NO. 467 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 2236
WARNING : NODE NO. 467 DZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 2235
WARNING : NODE NO. 467 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 2234
WARNING : NODE NO. 467 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2236
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 38
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 63 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 21
WARNING : NODE NO. 464 RZ DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 2
DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 2 / 14 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. : 784 OF 784
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 463 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2211
WARNING : NODE NO. 58 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 6
WARNING : NODE NO. 467 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 2238
WARNING : NODE NO. 467 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 2236
WARNING : NODE NO. 467 DZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 2235
WARNING : NODE NO. 467 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 2234
WARNING : NODE NO. 467 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2236
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 38
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 63 DZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 21
WARNING : NODE NO. 464 RZ DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 2
DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 3
DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 3 / 14 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. : 784 OF 784
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1
WARNING : NODE NO. 48 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 278
WARNING : NODE NO. 48 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 282
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 468 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2576
WARNING : NODE NO. 468 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2578
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 374
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 59 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 348
WARNING : NODE NO. 10 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 56
WARNING : NODE NO. 10 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 2
WARNING : NODE NO. 48 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 278
WARNING : NODE NO. 48 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 282
WARNING : NODE NO. 468 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2576
WARNING : NODE NO. 468 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2578
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 374
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 59 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 348
WARNING : NODE NO. 10 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 56
WARNING : NODE NO. 10 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT ERROR NORM .. : 0.26854E-01 CONVERGENCE TOLERANCE .. : 0.10000E-02
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 3
WARNING : NODE NO. 48 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 278
WARNING : NODE NO. 48 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 282
WARNING : NODE NO. 468 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2576
WARNING : NODE NO. 468 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2578
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 374
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 59 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 348
WARNING : NODE NO. 10 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 56
WARNING : NODE NO. 10 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT ERROR NORM .. : 0.12585E-01 CONVERGENCE TOLERANCE .. : 0.10000E-02
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 4
WARNING : NODE NO. 48 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 278
WARNING : NODE NO. 48 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 282
WARNING : NODE NO. 468 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2576
WARNING : NODE NO. 468 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2578
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 374
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 59 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 348
WARNING : NODE NO. 10 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 56
WARNING : NODE NO. 10 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT ERROR NORM .. : 0.15444E-22 CONVERGENCE TOLERANCE .. : 0.10000E-02
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 4 / 14 STAGE NO : 2 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. : 784 OF 784
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1
WARNING : NODE NO. 48 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 278
WARNING : NODE NO. 48 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 282
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 468 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2576
WARNING : NODE NO. 468 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2578
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 374
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 59 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 348
WARNING : NODE NO. 10 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 56
WARNING : NODE NO. 10 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 2
WARNING : NODE NO. 48 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 278
WARNING : NODE NO. 48 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 282
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 468 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2576
WARNING : NODE NO. 468 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2578
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 374
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 59 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 348
WARNING : NODE NO. 10 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 56
WARNING : NODE NO. 10 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-02
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 3
WARNING : NODE NO. 48 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 278
WARNING : NODE NO. 48 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 282
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 468 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2576
WARNING : NODE NO. 468 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2578
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 374
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 59 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 348
WARNING : NODE NO. 10 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 56
WARNING : NODE NO. 10 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT ERROR NORM .. : 0.65851E+48 CONVERGENCE TOLERANCE .. : 0.10000E-02
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 4
WARNING : NODE NO. 48 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 278
WARNING : NODE NO. 48 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 282
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 468 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2576
WARNING : NODE NO. 468 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2578
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 374
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 59 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 348
WARNING : NODE NO. 10 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 56
WARNING : NODE NO. 10 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT ERROR NORM .. : Infinity CONVERGENCE TOLERANCE .. : 0.10000E-02
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 5
WARNING : NODE NO. 48 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 278
WARNING : NODE NO. 48 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 282
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 468 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2576
WARNING : NODE NO. 468 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2578
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 374
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 59 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 348
WARNING : NODE NO. 10 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 56
WARNING : NODE NO. 10 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT ERROR NORM .. : NaN CONVERGENCE TOLERANCE .. : 0.10000E-02
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 6
WARNING : NODE NO. 48 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 278
WARNING : NODE NO. 48 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 282
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 468 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2576
WARNING : NODE NO. 468 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2578
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 374
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 59 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 348
WARNING : NODE NO. 10 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 56
WARNING : NODE NO. 10 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT ERROR NORM .. : NaN CONVERGENCE TOLERANCE .. : 0.10000E-02
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 784 OF 784

ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 7
WARNING : NODE NO. 48 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 278
WARNING : NODE NO. 48 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 282
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 10 % .
WARNING : NODE NO. 468 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2576
WARNING : NODE NO. 468 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 2578
WARNING : NODE NO. 68 DY DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 374
WARNING : NODE NO. 68 RX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN PERFORMED 20 % .
WARNING : NODE NO. 59 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 348
WARNING : NODE NO. 10 RZ DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 RX DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 DY DOF HAS A SINGULAR DIAGONAL = 0.000
WARNING : EQUATION NO. 56
WARNING : NODE NO. 10 RX DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 58
WARNING : NODE NO. 10 RZ DOF MAY BE SINGULAR.
WARNING : EQUATION NO. 60
WARNING : NODE NO. 10 DX DOF MAY BE SINGULAR.
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
好像是结果验证错误，怎么修改啊？请高手帮忙