help midas

我做MIDAS/CIVIL分析时，显示涵数不正确，不知哪位仁兄遇到过没，如何解决
分析信息如下:
-----------------------------------------S T A R T I N G       S O L U T I O N
MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 1500.0 MBytes
INTERNAL DATA REGENERATION ( ENTRY REGEN_MODEL )
CONSTRUCTION STEP NO :    1  /    9
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. :     40  OF      40
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 COMPLETED.      
  DISPLACEMENT/FORCE/STRESS OUTPUT.
  ELEM. :     40 OF      40
ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    2
  DISPLACEMENT ERROR NORM .. :  0.00000E+00    CONVERGENCE TOLERANCE .. :  0.10000E-02
  DISPLACEMENT/FORCE/STRESS OUTPUT.
  ELEM. :     40 OF      40
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE
CONSTRUCTION STEP NO :    2  /    9
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. :     40  OF      40
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    1
Cannot allocate buffer!
Abnormal Execution Termination!

你的问题应该是你的约束有问题，请再检查你的约束条件。
PS：以后建议还是能把模型上传而不是把这些贴出来，或许能更容易的让大家帮助你。

请高手指教，附件mct文件

上面模型基本解决了，还有一模型，请高手指教

-----------------------------------------S T A R T I N G       S O L U T I O N

MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 1500.0 MBytes
INTERNAL DATA REGENERATION ( ENTRY REGEN_MODEL )
CONSTRUCTION STEP NO :    1  /   37
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. :     40  OF      40
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 COMPLETED.      
  DISPLACEMENT/FORCE/STRESS OUTPUT.
  ELEM. :     40 OF      40

ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    2
  DISPLACEMENT ERROR NORM .. :  0.00000E+00    CONVERGENCE TOLERANCE .. :  0.10000E-02
  DISPLACEMENT/FORCE/STRESS OUTPUT.
  ELEM. :     40 OF      40
CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO :    2  /   37
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. :     40  OF      40
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.    ITERATION NO. :    1
Cannot allocate buffer!
Abnormal Execution Termination!

我的版本是6.71的，但是打不开你的模型，应该是版本不兼容。记得是MIDAS的6.7以前版本相互间不能打开的，只能导出*.mct文件后再来修改命令才可以，很麻烦的。我看还是你自己再看看帮助或是找例题去解决吧。
我也只是刚学MIDAS不久，可能是我是在做实际项目，比较好找问题吧。建议去看看教程类的，应该有帮助。

谢谢，我想可能是破解版的，不稳定的缘故罢了，后来我在正版6.1.1上建模就可以了