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      土木在线论坛 \ 建筑结构 \ MIDAS \ midas连续刚构桥模型的运行错误

      midas连续刚构桥模型的运行错误

      发布于：2010-06-06 09:59:06 来自：建筑结构/MIDAS 22 24695 [复制转发]
      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
      连续刚构 桥模型
      举报

      全部回复（22）

      只看楼主 我来说两句
      • lc546517093
        lc546517093 沙发
        您好 你帖子上说的这个问题是怎么解决的？我也碰到这这样的问题 想请教一下 谢谢
        2014-04-18 23:38:18

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      • mige0939
        mige0939 板凳
        检查约束，应该是那个问题，看看那几个节点的约束，以及整个模型的受力，可以解决，我也碰到过这个问题
        2011-03-07 09:43:07

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      • wyh5586166
        wyh5586166 地板
        看不懂啊！！！
        2011-03-07 05:27:07

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      • mige0939
        mige0939 4楼
        也遇到类似得错误了，真需要帮助呢，
        2011-03-06 21:14:06

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      • baishengwei141
        baishengwei141 5楼
        学习学习，正好碰见类似问题
        2010-07-16 14:14:16

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