做了个48-80-80-48连续悬浇梁模型运行有问题，请大家帮我指点。
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/ 75 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. : 18OF 94
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 1
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 18 OF 94
ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 2
DISPLACEMENT ERROR NORM .. :0.00000E+00 CONVERGENCE TOLERANCE .. :0.10000E-01
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 18 OF 94
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE
CONSTRUCTION STEP NO. : 2/ 75 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. : 18OF 94
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 1
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 1
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 18 OF 94
ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 2
DISPLACEMENT ERROR NORM .. :0.00000E+00 CONVERGENCE TOLERANCE .. :0.10000E-01
DISPLACEMENT/FORCE/STRESS OUTPUT.
ELEM. : 18 OF 94
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE
CONSTRUCTION STEP NO. : 3/ 75 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.
ENTRY STATIC ANALYSIS FOR NONLINEAR. ITERATION NO. : 2
DISPLACEMENT ERROR NORM .. :0.99272E-02 CONVERGENCE TOLERANCE .. :0.10000E-01
DISPLACEMENT/FORCE/STRESS OUTPUT.
WARNING : DISPLACEMENT DX AT NODE NO. 1 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 2 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 3 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 4 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 5 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 6 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 7 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 8 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 9 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 87 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 88 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 89 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 90 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 91 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 92 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 93 IS ABNORMAL.
WARNING : DISPLACEMENT DX AT NODE NO. 94 IS ABNORMAL.
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