ANSYS循环有哪些信誉好的足球投注网站命令流.doc

cm,nn,node? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?!将钢筋节点编组nsel,s,,,nn? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?? ?!选择钢筋节点*get,nd,node,0,num,min? ?? ?? ???!得到最小的节点编号*get,nnod1,node,0,count? ?? ?? ???!取出钢筋节点总数*dim,nodes1,,nnod1? ?? ?? ?? ?? ???!定义钢筋节点编号数组,节点坐标数组*dim,minnode1,,nnod1*dim,aa1,array,nnod1*dim,bb1,array,nnod1*dim,cc1,array,nnod1*do,i,1,nnod1,1? ?? ?? ?? ?? ?? ? !数组赋值nodes1(i)=ndaa1(i)=nx(nd)bb1(i)=ny(nd)cc1(i)=nz(nd)nd=ndnext(nd)*enddonsel,inve? ?? ? !选择钢筋附近的节点（去除钢筋节点）,找到钢筋的最近节点*do,i,1,nnod1minnode1(i)=node(aa1(i),bb1(i),cc1(i))*enddoallsel,all!进行耦合*do,i,1,nnod1,1cp,i,uz,nodes1(i),minnode1(i)cp,10000+i,ux,nodes1(i),minnode1(i)cp,20000+i,uy,nodes1(i),minnode1(i)*enddo beyondboy你好，我试着嵌套了几次，都不成功，下面是我的一个拱桥的命令流，期待帮我看看，我的墩和腹拱之间的耦合就出现一个节点在两个组里面，期望高手改改我的命令流！fini/cle/prep7 /title,极限承载力分析*dim,xlx,,36xlx(1)=74.25,72.43,70.61,68.79,66.97,65.15,62.905,60.66,58.415,56.17xlx(11)=53.925,51.71,49.495,47.28,45.065,42.85,40.665,38.48,36.295,34.11xlx(21)=31.925,29.77,27.615,25.46,23.305,21.15,19.025,16.9,14.775,12.65xlx(31)=10.525,8.42,6.315,4.21,2.105,0*do,i,1,36,1angle=atan(0.5115*sinh(1.475*xlx(i)/74.25))h=((2.5**3)/((1-(1-0.5225)*xlx(i)/74.25)*cos(angle)))**(1/3)z1=-xlx(i)-(h/2)*sin(angle)y1=-(32.474/1.30)*(cosh(1.475*(-xlx(i))/74.25)-1)+(h/2)*cos(angle)z2=-xlx(i)+(h/2)*sin(angle)y2=-(32.474/1.30)*(cosh(1.475*(-xlx(i))/74.25)-1)-(h/2)*cos(angle)k,i,0,y1,z1k,36+i,0,y2,z2*enddo*do,i,1,31,5a,i,i+1,i+2,i+3,i+4,i+5,i+41,i+40,i+39,i+38,i+37,i+36*enddoarsym,z,1,7,1,100,0,0allselnummrg,allk,1001,0,0,100k,1002,23.9,0,100l,1001,1002vdrag,1,2,3,4,5,6,151vdrag,8,9,10,11,12,13,151vdrag,7,14,,,,,151ldel,151,,,1allselnummrg,all/view,1,-1,1,-1allselvplo!腹拱墩*dim,zgd,,7zgd(1)=65.154,53.929,42.854,31.929,21.154,10.529,0*dim,kd,,7kd(1)=1.9,1.75,1.6,1.45,1.3,1.15,1*do,i,1,7,1z=-zgd(i)k,2000+i,0.1,2.25,z-kd(i)/2k,2010+i,0.1,2.25,z+kd(i)/2k,2020+i,23.9,2.25,z-kd(i)/2k,2030+i,23.9,2.25,z+kd(i)/2*enddo*do,i,1,7,1a,2000+i,2010+i,