急需帮助，当运行时出现这种状况，是什么原因？怎么解决？
file:///C:/DOCUME~1/zzw2012/LOCALS~1/Temp/Y8A~F55EJ24D5%)W1D7SB}O.jpgS T A R T I N G S O L U T I O N
MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 1400.0 MBYTES
CONSTRUCTION STEP NO. : 1/ 58 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. : 14OF 76
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 96
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 14 OF 76
ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 2
DISPLACEMENT ERROR NORM .. :0.00000E+00 CONVERGENCE TOLERANCE .. :0.10000E-01
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 14 OF 76
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE
CONSTRUCTION STEP NO. : 2/ 58 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. : 14OF 76
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 96
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1
MULTI-FRONTAL SOLUTION HAS BEEN COMPLETED.
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 14 OF 76
ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 2
DISPLACEMENT ERROR NORM .. :0.44159E+01 CONVERGENCE TOLERANCE .. :0.10000E-01
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 14 OF 76
运行到这里时就出现了照片上的错误。
页:
[1]