[求助]帮忙看一下这个命令流怎么改  不对称荷载作用下基坑支护问题 [复制链接]

%Jt35j@Ee  
/PREP7                           :?6HG_9X  
ET,1,SOLID45   z1J)./BO  
ET,2,TARGE170     wk|+[Rl;L  
ET,3,CONTA173   o08WC'bX  
ET,4,BEAM188 L|CdTRgRCB  
SECTYPE,   1, BEAM, CTUBE   MzIDeZ  
SECDATA,0.288,0.304 3 7BSJ  
KEYOPT,3,12,2           !不分离可滑动 FEjO}lTK  
?+t;\  
MP,EX,1,6e6             !土体材料参数 M\R+:O&  
MP,PRXY,1,0.35   pU7;!u:c4%  
MP,DENS,1,1120    XIInI  
TB,DP,1,,,   %R0 Wq4}  
TBMODIF,1,1,16800   (U:-z=E#1  
TBMODIF,1,2,14.9 u#76w74  
TBMODIF,1,3, a{kJ`fK   
tvI<Why\p  
MP,EX,2,3e7 ywwA,9~  
MP,PRXY,2,0.35   "ko*-FrQ  
MP,DENS,2,1480 z%8`F%2  
TB,DP,2,,,   f .O^R~,  
TBMODIF,1,1,21200 `MI\/o
M@  
TBMODIF,1,2,19.5 x%viCkq  
TBMODIF,1,3, ?b]zsku8  
9O;Sn+  
MP,EX,3,2.7e7   cMY}Y [2c  
MP,PRXY,3,0.35   \3JCFor/  
MP,DENS,3,1790 d{S'6*`D  
TB,DP,3,,,   m_)-  
TBMODIF,1,1,22400 <P h50s4  
TBMODIF,1,2,19.7 \CjJa(vV  
TBMODIF,1,3, >(RkoExO/  
2;v:Z^&  
MP,EX,4,2.4e7   5#.m'a)  
MP,PRXY,4,0.35   N~!, S;w  
MP,DENS,4,1790 wA5Iz{uQ
O  
TB,DP,4,,,   _k@cs^  
TBMODIF,1,1,22400 +``vnC  
TBMODIF,1,2,20.1 6>]_H(z7  
TBMODIF,1,3, qO>UN[Y  
<m-(B"FX  
MP,EX,5,4.5e6   Kv@P Uzu  
MP,PRXY,5,0.35   XDPR$u8hM  
MP,DENS,5,2116 RTmp$lV  
TB,DP,5,,,   ;J W]b]  
TBMODIF,1,1, syX?O'xJ  
TBMODIF,1,2,27.8 _.s,gX  
TBMODIF,1,3, ^Q8yb*MN  
F$t]JM  
MP,EX,6,9e7 :s *  
MP,PRXY,6,0.22   b}qfOgd5  
MP,DENS,6,2470 \IL)~5d  
TB,DP,6,,,   ~5P9^`KNH  
TBMODIF,1,1,100000 z*},N$2=  
TBMODIF,1,2,33   A%D'Z85 -  
TBMODIF,1,3, g{N}]_%Uh  
1M`E.Ztw*  
MP,EX,7,2.1e11     !钢支撑 Y<T0yl?  
MP,PRXY,7,0.3   ._rPM>B?  
MP,DENS,7,7850 _[6sr7H!  
'h$1 z$X5  
MP,EX,8,2.8e10     !挡土墙 JBpV'_"]  
MP,PRXY,8,0.2 .YF1H<gwa  
MP,DENS,8,2400 }b2YX+/e$f  
   m,HE4`g  
MP,MU,9,0.3 \TP$2i%W  
R,1 T1Py6Q,-  
R,2 `3\aX|4@  
R,3 g (w/  
ys`-QlkB  
   YoKE=ln7  
K, ,,,,                            !建立关键点 HT.,BF  
K, ,36.1,,, _^_3>}y5op  
K, ,36.1,33.65,, }TTghE!  
K, ,46.1,33.65,, ?}Zo~]7E  
K, ,46.1,,, 'Ix@<$~i3F  
K, ,-10,,,   Jr5S8c|"  
K, ,-10,33.65,, hV@ N-u^  
K, ,0,33.65,,   %,[,mW4l   
m7k }k)  
LSTR,       7,       8   ^Laqq%PI  
LSTR,       7,       6   f-M:ap(O  
LSTR,       6,       1   9dNB_  
LSTR,       1,       8   U`6|K$@  
LSTR,       1,       2   b+~_/;Y9  
LSTR,       2,       5   iy~h|YK;  
LSTR,       5,       4   O
i\ s  
LSTR,       4,       3   !=YEhQ-  
LSTR,       3,       2   B?BOAH  
uw3vYYFX  
K, ,0,12,,   dfFw6R  
K, ,36.1,12,,   iZNS? ^U  
K, ,-10,12,, $NR[U+  
K, ,46.1,12,,   WaB0?jI  
K, ,46.1,15.1,, sywuS  
K, ,36.1,15.1,, EV( F!&  
K, ,-10,15.1,,    bUcp8
 
K, ,0,15.1,, =dQ[I6  
K, ,0,19,,   ~\am%r>  
K, ,-10,19,, 5 tKgm/  
K, ,36.1,19,,   6Amt75RY  
K, ,46.1,19,,   r|l?2 eO~  
K, ,46.1,24.5,, 1o&zA<+NY  
K, ,36.1,24.5,, 5Y+YN1  
K, ,0,24.5,, # `^nmC/F  
K, ,-10,24.5,,   3@":&  
K, ,-10,31.5,,   =DdPwr 0Op  
K, ,0,31.5,, "mQp#d/'  
K, ,36.1,31.5,, W.^zN'a  
K, ,46.1,31.5,, uF<34  
LSTR,      11,       9   ~u%$ 9IhM  
LSTR,       9,      10   o}Grb/LJ  
LSTR,      10,      12   @aQ:3/  
LSTR,      15,      16   o9}\vN0F  
LSTR,      14,      13   E3 % ~!ZC  
LSTR,      18,      17   VzXVy)d  
LSTR,      19,      20   rN9qH  
LSTR,      24,      23   G_1r&[N3  
LSTR,      22,      21   _.9 5>`  
LSTR,      25,      26   |tAkv  
LSTR,      27,      28 XYvj3+  
NUMMRG,ALL, , , ,LOW      0J+WCm
`  
NUMCMP,ALL l,J>[Q`<  
;i[JCNiS\  
A,7,25,26,8   0U7Gl9~  
A,25,24,23,26   '1D$ ;  
A,24,18,17,23     ^'=[+  
A,18,15,16,17     Z}t;:yhR  
A,15,11,9,16     <}lah%4F  
A,11,6,1,9   6CFnE7TQf  
A,9,1,2,10   @RPQ1da  
A,10,2,5,12   rCF=m]1zxT  
A,14,10,12,13   :#g.%&  
A,19,14,13,20     ou-#+Sdd  
A,22,19,20,21     }<~(9_+  
A,27,22,21,28     s'yR2JYv  
A,3,27,28,4 `qJJ{<1&U  
K,33,0,0,3, 3:GwX4yW  
LSTR,      33,      1   no8\Oees  
VDRAG,all, , , , , ,     45 !-)!UQ~|8  
MSHKEY,0 /W.s1N  
MSHAPE,1 CF>&mXg\  
VMESH,all IM1&g7Qs2  
cD]H~D}M  
BLOCK,,1,,33.65,,3,             !创建支护桩 Ja~8ZrcY  
BLOCK,35.1,36.1,,33.65,,3,   E"'u2jEG^  
F^/KD<cgK  
MSHKEY,0 A5j?Yts  
MSHAPE,1 @2T8H  
VMESH,14,15 Io
LP*D  
[s$x"Ex  
ASEL,S, , ,71 7C'@g)@^/  
NSLA,S,1 sg=G<50i  
REAL,1 `^Ll@Cx"  
TYPE,2 :|9vMM^$  
MAT,8 :4AIYk=q  
ESURF,ALL .nZKy't   
ALLSEL,ALL R]yce2w"z  
FLST,5,6,5,ORDE,6   {XIpHr  
FITEM,5,16   X'b3CS4  
FITEM,5,21   3UXZ|
!-  
FITEM,5,25   Je|:\Qk  
FITEM,5,29   Fm:Ys](  
FITEM,5,33   k.b=EX|  
FITEM,5,37   C!:Lk,Z  
ASEL,S, , ,P51X j5DCc,s  
NSLA,S,1 G>"n6v'^d  
REAL,2 6~sU[thGW  
TYPE,3 hdWVvN  
ESURF,ALL AS]8rH  
ASEL,S,,,78 tf6-DmMH  
NSLA,S,1 %Mj,\J!  
REAL,1 <pV8 +V)  
TYPE,2 C&Qt*V#,  
MAT,8 Dl.UbH }=  
ESURF,ALL T%oJmp?0  
FLST,5,6,5,ORDE,6   W0MgY%Qv[  
FITEM,5,40   ,vLQx\m{  
FITEM,5,47   3\4e{3$  
FITEM,5,51   qqo#H O  
FITEM,5,55   hiibPc?I  
FITEM,5,59   ]d[e  
FITEM,5,63   >d`GNE  
ASEL,S, , ,P51X Q3%]  
NSLA,S,1 k9oi8G'g~  
REAL,2 ]&H"EHC<$  
TYPE,3 h!uyTgq  
ESURF,ALL JmDxsb^  
Q9AvNj>X  
K, ,0.5,31.5,1.5,       N {{MM
Iq  
K, ,0.5,24.5,1.5,   qCI7)L`  
K, ,0.5,19,1.5, eCR
^$z=c  
K, ,0.5,15.1,1.5,   . q -
:3b  
K, ,35.6,15.1,1.5,   OvQzMXU^I  
K, ,35.6,19,1.5, F?tWx+N<{  
K, ,35.6,24.5,1.5,   eI"pRH*f  
K, ,35.6,31.5,1.5,   9[JUJ,#X'0  
LSTR,      74,      81   m8PS84."]M  
LSTR,      75,      80   dhA~Yu  
LSTR,      76,      79   (/nnN4\=  
LSTR,      77,      78   QY4;qA  
UUDHknm"  
TYPE,   4   pTGGJ,  
MAT,       8 "p3<-06  
REAL,       4     *Sdx:G~gp  
SECNUM,   1   oh:
9v+  
FLST,2,4,4,ORDE,2   mWYrUI  
FITEM,2,138 Z[w}PN,xV  
FITEM,2,-141 q 8sfG;)  
LMESH,P51X SF-E>s!XL  
hFm^Fy[R  
ASEL,S,LOC,Y,0 $ c-O+~  
DA,ALL,ALL, ;G}  
ASEL,S,LOC,X,-10 f6K.F  
DA,ALL,all, UFT JobU  
ASEL,S,LOC,X,46.1   YFS6YA  
DA,ALL,all, o}G`t Bz  
OnE%D|Tq=  
   z H-a%$5  
SFA,17,1,PRES,55000     @*<0:Q|m  
SFA,65,1,PRES,15000   d'Bxi"K  
ALLSEL,ALL ms5?^kS2O  
6\I^]\YO  
/SOL }\S'oC\[  
ANTYPE,0 {|>Wwa2e  
NLGEOM,1 2? yo  
ACEL,0,-9.8,0, 6d/Q"As  
/STATUS,SOLU s!?uLSEdb  
SOLVE   G3
:!]}
 
FINISH   $m#^0%  

顶顶顶顶顶顶顶顶顶顶顶顶顶顶顶顶顶顶顶顶顶顶顶