midas civil桩土模拟运行出错,求指点,附模型
-----------------------------------------S T A R T I N G S O L U T I O NMULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 1400.0 MBYTES
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. : 69OF 69
ENTRY SOLUTION PHASE
NONLINEAR STATIC LOADCASE : 1
WARNING : NODE NO. 72DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 307
WARNING : NODE NO. 73DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 308
WARNING : EQUATION NO. 327
WARNING : NODE NO. 63DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 298
WARNING : NODE NO. 86DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 321
WARNING : NODE NO. 87DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 322
WARNING : NODE NO. 64DYDOF MAY BE SINGULAR.
WARNING : NODE NO. 24RXDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 142
WARNING : NODE NO. 24DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 140
WARNING : NODE NO. 24RYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 143
WARNING : NODE NO. 24DZDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 141
INCREMENT NO. : 1ITERATION NO. : 2 DISPL. NORM : 0.154E+19
DISPLACEMENT NORM IS DIVERGING !!! STOP THE RUNNING. CHECK DATA, PLEASE.
WARNING : NODE NO. 72DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 307
WARNING : NODE NO. 49DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 284
WARNING : NODE NO. 51DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 286
WARNING : NODE NO. 74DYDOF MAY BE SINGULAR.
WARNING : NODE NO. 76DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 311
WARNING : NODE NO. 53DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 288
WARNING : NODE NO. 81DYDOF MAY BE SINGULAR.
WARNING : NODE NO. 83DYDOF MAY BE SINGULAR.
WARNING : NODE NO. 88DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 323
WARNING : NODE NO. 65DYDOF MAY BE SINGULAR.
.
WARNING : EQUATION NO. 328
WARNING : NODE NO. 69DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 304
WARNING : NODE NO. 91DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 326
WARNING : NODE NO. 68DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 303
WARNING : NODE NO. 92DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 327
WARNING : NODE NO. 63DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 298
WARNING : NODE NO. 86DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 321
WARNING : NODE NO. 87DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 322
WARNING : NODE NO. 64DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 299
WARNING : NODE NO. 82DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 317
WARNING : NODE NO. 59DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 294
WARNING : NODE NO. 24DXDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 139
WARNING : NODE NO. 24RZDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 144
WARNING : NODE NO. 24RXDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 142
WARNING : NODE NO. 24DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 140
WARNING : NODE NO. 24RYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 143
WARNING : NODE NO. 24DZDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 141
INCREMENT NO. : 2ITERATION NO. : 2 DISPL. NORM : 0.154E+19
DISPLACEMENT NORM IS DIVERGING !!! STOP THE RUNNING. CHECK DATA, PLEASE.
WARNING : NODE NO. 72DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 307
WARNING : NODE NO. 49DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 284
WARNING : NODE NO. 51DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 286
WARNING : EQUATION NO. 319
WARNING : NODE NO. 89DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 324
WARNING : NODE NO. 88DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 323
WARNING : NODE NO. 65DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 300
WARNING : NODE NO. 90DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 325
WARNING : NODE NO. 67DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 302
WARNING : NODE NO. 70DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 305
WARNING : NODE NO. 93DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 328
WARNING : NODE NO. 88DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 323
WARNING : NODE NO. 24DYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 140
WARNING : NODE NO. 24RYDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 143
WARNING : NODE NO. 24DZDOF MAY BE SINGULAR.
WARNING : EQUATION NO. 141
ANALYSIS IS DIVERGED.
THE PROGRAM IS ABORTED.
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ERRORS ENCOUNTERED.MIDAS JOB TERMINATED. REFER TO .OUT FILE
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我已检查楼主模型,您应该是仅考虑x-z平面内的变形情况(模型中没有任何节点约束y方向)。 您可以采用如下办法修改模型:选择结构菜单->结构类型-> 勾选 x-z平面。 原来如此,终于弄出来了,太感谢了~~
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