贡献：在瞬态分析中加正弦荷载和冲击力 命令流
<P>/PREP7 <BR>ET,1,BEAM3 <BR>R,1,0.0001,8.3333e-10,0.01, , , , <BR>MPTEMP,,,,,,,,<BR>MPTEMP,1,0<BR>MPDATA,EX,1,,206800e6 <BR>MPDATA,PRXY,1,,0.3<BR>MPTEMP,,,,,,,,<BR>MPTEMP,1,0<BR>MPDATA,DENS,1,,7830 <BR>K,1,0,0,0,<BR>K,2,1,0,0,<BR>LSTR, 1, 2<BR>FLST,5,1,4,ORDE,1 <BR>FITEM,5,1 <BR>CM,_Y,LINE<BR>LSEL, , , ,1 <BR>CM,_Y1,LINE <BR>CMSEL,,_Y <BR>LESIZE,_Y1, , ,10, , , , ,1 <BR>LMESH, 1<BR>FINISH<BR>/solu <BR>antype,2<BR>dk,1,all<BR>modopt,lanb,10,0,0,,off<BR>mxpand,10,,,0<BR>outpr,basic,1,<BR>solve<BR>finish</P><P><BR>/solu<BR>antype,4<BR>trnopt,full<BR>time,0<BR>autots,0<BR>deltim,0.01, , ,1<BR>kbc,0<BR>dmprat,0.05<BR>outpr,basic,all</P>
<P><BR>*do,i,1,200,1<BR>time,0.01*i<BR> autots,0<BR> deltim,0.01, , ,1<BR> kbc,0<BR>fn=100*sin(2*3.1415926*15.38*i*0.01)<BR>fk,2,fy,fn<BR>solve<BR>*enddo</P>
<P><BR>kbc,1<BR>time,2.01<BR>Fk,2,FY,200+100*sin(2*3.1415926*15.38*201*0.01)<BR>SOLVE</P>
<P><BR>*do,i,202,400,1<BR>time,0.01*i<BR> autots,0<BR> deltim,0.01, , ,1<BR> kbc,0<BR>fn=100*sin(2*3.1415926*15.38*i*0.01)<BR>fk,2,fy,fn<BR>solve<BR>*enddo</P>
<P>finish</P>
<P>/post26<BR>file,'beam','rst','.'<BR>nsol,2,11,u,y,uy_2<BR>xvar,1<BR>plvar,2,<BR>prvar,2,<BR><BR><BR></P>
怎么分析不了啊？
我复制命令流怎么分析不了啊？回复 #2 ForCan2008 的帖子
只需要将时间后处理文件名beam改为自己的文件名，就可以了
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