【正文】 ,230E,210,231E,216,232!106E,13,223E,13,225E,25,225E,25,227E,198,228E,198,230E,210,230E,210,232!114TYPE,2MAT,2REAL,5SECNUM,5ESYS,0E,1,2,39,38EGEN,36,1,115!150E,38,39,76,75EGEN,36,1,151!186E,75,76,113,112EGEN,36,1,187!222E,112,113,150,149EGEN,36,1,223!258E,149,150,187,186EGEN,36,1,259!294FINISH/SOLUNSEL,S,LOC,X,36000D,ALL,0,UX,UY,UZ,NSEL,S,LOC,X,36000D,ALL,0,,UY,UZ,ALLSEL,ALLACEL,0,0,9947ESEL,S,ELEM,5,40ESEL,A,ELEM,41,76SFBEAM,ALL,1,PRESS,F,19,FX,F,204,FX,F,19,FY, F,204,FY, ALLSEL,ALLANTYPE,0SOLVEFINISH/POST1PLDISP,2PRNSOL,U,COMPPLNSOL,U,SUM,0,PLVECT,U,VECT,ELEM,ON,0ETABLE,ZHOU_I,SMISC,1ETABLE,ZHOU_J,SMISC,7ETABLE,JIAN_I,SMISC,2 ETABLE,JIAN_J,SMISC,8ETABLE,WAN_I,SMISC,6ETABLE,WAN_J,SMISC,12PRETAB,ZHOU_I,ZHOU_J,JIAN_I,JIAN_J,WAN_I,WAN_JPLLS,ZHOU_I,ZHOU_J,1,0PLLS,JIAN_I,JIAN_J,1,0PLLS,WAN_I,WAN_J,1,0ESEL,S,TYPE,1ETABLE,EVOL,VOLUSSUM*GET,VTOTAL,SSUM,ITEM,EVOLRHO=WT=RHO*VTOTALALLSELNSORT,U,Z,0,1,ALL*GET,DMAXZ,SORT,MAXALLSELNSORT,U,Y,0,1,ALL*GET,DMAXY,SORT,MAXETABLE,SMAX_I,NMISC,1ETABLE,SMAX_J,NMISC,3ESORT,ETAB,SMAX_I,1*GET,SMAXI,SORT,MAXESORT,ETAB,SMAX_J,1*GET,SMAXJ,SORT,MAXSMAX=SMAXISMAXJ*STATUS,DMAXZ*STATUS,DMAXY*STATUS,SMAXSAVELGWRITE,youhua,lgw,NONEFINISH/OPTOPANL,39。youhua39。,39。lgw39。,39。39。OPVAR,H1,DV,350,630OPVAR,B1,DV,350,450OPVAR,D1,DV,10,17OPVAR,T1,DV,10,20OPVAR,H2,DV,350,630OPVAR,B2,DV,350,450OPVAR,D2,DV,10,17OPVAR,T2,DV,10,20OPVAR,H3,DV,350,630OPVAR,B3,DV,350,450OPVAR,D3,DV,10,17OPVAR,T3,DV,10,20OPVAR,H4,DV,350,630OPVAR,B4,DV,350,450OPVAR,D4,DV,10,17OPVAR,T4,DV,10,20OPVAR,DMAXZ,SV,80,0OPVAR,DMAXY,SV,0,18OPVAR,SMAX,SV,OPVAR,WT,OBJ,2,OPDATA,OPLOOP,PREP,PROC,ALLOPKEEP,ONOPTYPE,FIRSTOPFRST,100OPEXEOPLIST,ALL/AXLAB,X,NO./AXLAB,Y,WTPLVAROPT,WT/AXLAB,Y,BASE DIMENSION OF DUAN PLVAROPT,H1,B1,D1,T1/AXLAB,Y,BASE DIMENSION OF XIAN PLVAROPT,H2,B2,D2,T2/AXLAB,Y,BASE DIMENSION OF HENG PLVAROPT,H3,B3,D3,T3/AXLAB,Y,BASE DIMENSION OF FU PLVAROPT,H4,B4,D4,T4/AXLAB,Y,MAX STRESSPLVAROPT,SMAX/AXLAB,Y,DMAXZPLVAROPT,DMAXZ/AXLAB,Y,DMAXYPLVAROPT,DMAXYFINISH附錄2 恒載工況下的強度剛度分析代碼/CLEAR/TITLE,hengzai/COM,StructuralH1=400$B1=400$D1=16$T1=16H2=400$B2=400$D2=12$T2=12H3=400$B3=400$D3=12$T3=12H4=400$B4=300$D4=12$T4=12W5=300/PREP7ET,1,BEAM4ET,2,SHELL63SECTYPE,1,BEAM,I,DUAN,0SECOFFSET,CENTSECDATA,B1,B1,H1,T1,T1,D1,0,0,0,0SECTYPE,2,BEAM,I,XIAN,0SECOFFSET,CENTSECDATA,B2,B2,H2,T2,T2,D2,0,0,0,0SECTYPE,3,BEAM,I,HENG,0 SECOFFSET,CENTSECDATA,B3,B3,H3,T3,T3,D3,0,0,0,0SECTYPE,4,BEAM,I,FU,0SECOFFSET,CENTSECDATA,B4,B4,H4,T4,T4,D4,0,0,0,0SECTYPE,5,SHELL,FIBERSIM,DISECDATA,W5,2,DISECOFFSET,MidPlaneA1=2*B1*T1+(H12*T1)*D1A2=2*B2*T2+(H22*T2)*D2A3=2*B3*T3+(H32*T3)*D3A4=2*B4*T4+(H42*T4)*D4IZZ1=(2*T1*B1*B1*B1+(H12*T1)*D1*D1*D1)/12IZZ2=(2*T2*B2*B2*B2+(H22*T2)*D2*D2*D2)/12IZZ3=(2*T3*B3*B3*B3+(H32*T3)*D3*D3*D3)/12IZZ4=(2*T4*B4*B4*B4+(H42*T4)*D4*D4*D4)/12*SET,X1,(B1D1)*(H12*T1)*(H12*T1)*(H12*T1)*SET,X2,(B2D2)*(H22*T2)*(H22*T2)*(H22*T2)*SET,X3,(B3D3)*(H32*T3)*(H32*T3)*(H32*T3)*SET,X4,(B4D4)*(H42*T4)*(H42*T4)*(H42*T4)*SET,IYY1,(B1*H1*H1*H1X1)/12*SET,IYY2,(B2*H2*H2*H2X2)/12*SET,IYY3,(B3*H3*H3*H3X3)/12*SET,IYY4,(B4*H4*H4*H4X4)/12*STATUS,ALLR,1,A1,IZZ1,IYY1,H1,B1,0R,2,A2,IZZ2,IYY2,H2,B2,0R,3,A3,IZZ3,IYY3,H3,B3,0R,4,A4,IZZ4,IYY4,H4,B4,0R,5,W5MP,EX,1,MP,PRXY,1,MP,DENS,1,MP,EX,2,MP,PRXY,2,MP,DENS,2,/VUP,1,Z/VIEW,1,1,1,1N,1,36000,5000,0N,37,36000,5000,0FILL,1,37N,38,36000,3000,0N,74,36000,3000,0FILL,38,74N,75,36000,1000,0N,111,36000,1000,0FILL,75,111N,112,36000,1000,0N,148,36000,1000,0FILL,112,148N,149,36000,3000,0N,185,36000,3000,0FILL,149,185N,186,36000,5000,0N,222,36000,5000,0FILL,186,222N,223, 24000,5000,16000N,224,12000,5000,16000N,225,0,5000,16000N,226,12000,5000,16000N,227,24000,5000,16000N,228, 24000,5000,16000N,229,12000,5000,16000N,230,0,5000,16000N,231,12000,5000,16000N,232,24000,5000,16000TYPE,1MAT,1REAL,1ESYS,0SECNUM,1E,1,223E,37,227E,186,228E,222,232!4TYPE,1MAT,1REAL,2ESYS,0SECNUM,2E,1,2EGEN,36,1,5!40E,186,187EGEN,36,1,41!76E,223,224EGEN,4,1,77!80E,228,229EGEN,4,1,81!84TYPE,1MAT,1REAL,3ESYS,0SECNUM,3E,1,186EGEN,7,6,85!91E,223,228EGEN,5,1,92!96TYPE,1MAT,1REAL,4ESYS,0SECNUM,4E,7,223E,13,224E,19,225E,25,226E,31,227E,192,228E,198,229E,204,230E,210,231E,216,232!106E,13,223E,13,225E,25,225E,25,227E,198,228E,198,230E,210,230E,210,232!114TYPE,2MAT,2REAL,5SECNUM,5ESYS,0E,1,2,39,38EGEN,36,1,115!150E,38,39,76,75EGEN,36,1,151!186E,75,76,113,112EGEN,36,1,187!222E,112,113,150,149EGEN,36,1,223!258E,149,150,187,186EGEN,36,1,259!294FINISH/SOLUNSEL,S,LOC,X,36000D,ALL,0,UX,UY,UZ,NSEL,S,LOC,X,36000D,ALL,0,,UY,UZ,ALLSEL,ALLACEL,0,0,9947ALLSEL,ALLANTYPE,0SOLVEFINISH/POST1PLDISP,2PRNSOL,U,COMPPLNSOL,U,SUM,0,PLVECT,U,VECT,ELEM,ON,0ETABLE,ZHOU_I,SMISC,1ETABLE,ZHOU_J,SMISC,7ETABLE,JIAN_I,SMISC,2 ETABLE,JIAN_J,SMISC,8ETABLE,WAN_I,SMISC,6ETABLE,WAN_J,SMISC,12PRETAB,ZHOU_I,ZHOU_J,JIAN_I,JIAN_J,WAN_I,WAN_JPLLS,ZHOU_I,ZHOU_J,1,0PLLS,JIAN_I,JIAN_J,1,0PLLS,WAN_I,WAN_J,1,0FINISH附錄3 優(yōu)化模型程序代碼本優(yōu)化模型程序代碼實現(xiàn)優(yōu)化模型的強度分析與位移，自重等的計算，旨在與初始模型進行比較，代碼如下。/CLEAR/TITLE,youhuamoxing/COM,StructuralH1=$B1=350$D1=10$T1=H2=$B2=$D2=10$T2=H3=350$B3=350$D3=10$T3=10H4=350$B4=350$D4=10$T4=10W5=300/PREP7ET,1,BEAM4ET,2,SHELL63SECTYPE,1,BEAM,I,DUAN,0SECOFFSET,CENTSECDATA,B1,B1,H1,T1,T1,D1,0,0,0,0SECTYPE,2,BEAM,I,XIAN,0SECOFFSET,CENTSECDATA,B2,B2,H2,T2,T2,D2,0,0,0,0SECTYPE,3,BEAM,I,HENG,0 SECOFFSET,CENTSECDATA,B3,B3,H3,T3,T3,D3,0,0,0,0SEC