> -----------------------------------------S T A R T I N G S O L U T I O N
> MULTI-FRONTAL SOLVER
> AVAILABLE MEMORY = 1400.0 MBYTES
>
> CONSTRUCTION STAGE NO. : 1 / 8
> 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. : 185600 OF 222760
> ENTRY SOLUTION PHASE
> ENTRY LOAD_BLOCK
> ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )
> INCREMENT NO. : 1 ITERATION NO. : 7 LOAD FACTOR : 0.100E+01 DISPL. NORM : 0.197E+00
GTS计算了15个小时候的结果,我泪奔,我郁闷,我绝望,。。。。。。
搞了个小型基坑计算,只是单元划分的比较细的样子,用了2G内存的机子计算了15个小时候,还是这个结果,一个施工步骤都还没计算完毕,太伤心了啊::::::
,请高手指出,这个是因为什么原因了,计算如此慢啊!!!!
又等了5个小时后的结果
> WARNING : NODE NO. 149423 DY DOF MAY BE SINGULAR.
> WARNING : EQUATION NO. 445877
> WARNING : NODE NO. 149423 DZ DOF MAY BE SINGULAR.
> WARNING : EQUATION NO. 445878
> WARNING : NODE NO. 149567 DZ DOF MAY BE SINGULAR.
> WARNING : EQUATION NO. 446310
> WARNING : NODE NO. 149567 DY DOF MAY BE SINGULAR.
> WARNING : EQUATION NO. 446309
> WARNING : NODE NO. 149567 DX DOF MAY BE SINGULAR.
> WARNING : EQUATION NO. 446308
> WARNING : NODE NO. 149813 DZ DOF MAY BE SINGULAR.
> WARNING : EQUATION NO. 447048
[ 此帖被luohui5151在2009-10-18 12:22重新编辑 ]