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. :     18  OF      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. :     18  OF      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.