ANSYS地震反应谱SRSS分析我在ANSYS中作地震分解反应谱分析，一次X方向，一次Y 方向，他们要求是独立互不干扰的，可是采用直进行一次模态分析的话，他生成的*.mcom文件好像是包含了前面的计算结果，命令流如下：!进入PREP7并建模/PREP7B=15 !基本尺寸A1=1000 !第一个面积A2=1000 !第二个面积A3=1000 !第三个面积ET,1,beam4 !二维杆单元R,1,0.25,0.0052,0.0052,0.5,0.5 !以参数形式的实参MP,EX,1,2.0E11 !杨氏模量mp,PRXY,1,,0.3mp,dens,1,7.8e3N,1,-B,0,0 !定义结点N,2,0,0,0N,3,-B,0,bN,4,0,0,bN,5,-B,0,2*bN,6,0,0,2*bN,7,-B,0,3*bN,8,0,0,3*bE,1,3 !定义单元E,2,4E,3,5E,4,6E,3,4E,5,6e,5,7e,6,8e,7,8D,1,ALL,0,,2FINISH!!进入求解器，定义载荷和求解/SOLUD,1,ALL,0,,2 !结点UX=UY=0sfbeam,1,1,PRES,100000,sfbeam,3,1,PRES,100000,sfbeam,7,1,PRES,100000,SOLVEFINISHallselNMODE=10/SOL!*ANTYPE,2!*MSAVE,0!*MODOPT,LANB,NMODEEQSLV,SPARMXPAND,NMODE , , ,1LUMPM,0PSTRES,0!*MODOPT,LANB,NMODE ,0,0, ,OFFSOLVE*DIM,FRE,,NMODE*DO,I,1,NMODE*GET,FRE(I),MODE,I,FREQ ! OBTAIN MODE FREQENCY FORMODE I*ENDDOFINISH!地震影响系数grav=9.81tg=0.35amax=0.08c=0.05!*dim,a,,nmode*dim,t,,nmode*do,i,1,nmodet(i)=1.0/fre(i)*enddor=0.9+(0.05-c)/(0.5+5.0*c)p1=0.02+(0.05-c)/8p2=1+(0.05-c)/(0.06+1.7*c)*do,i,1,nmode*if,t(i),ge,0.0,and,t(i),lt,0.1,then a(i)=(0.45+(10.0*p2-4.5)*t(i))*amax*grav*elseif,t(i),ge,0.1,and,t(i),le,tga(i)=p2*amax*grav*elseif,t(i),gt,tg,and,t(i),le,5*tga(i)=(tg/t(i))**r*p2*amax*grav*elsea(i)=(p2*0.2**r-p1*(t(i)-5*tg))*amax*grav*endif*enddo!! X-方向谱分析 Spectrum analysis along Global X-axisdirection/SOLUANTYPE,SPECTR ! Spectrum analysisSPOPT,SPRS ! Single point spectrum SED,1,, ! Global X-axis as spectrum direction SVTYP,2 ! Seismic acceleration response spectrum! Frequency points and Spectrum values for SV vs. freq.tableFREQ,fre(1),fre(2),fre(3),fre(4),fre(5),fre(6),fre(7),fre(8),fre(9)FREQ,fre(10)SV,,a(1),a(2),a(3),a(4),a(5),a(6),a(7),a(8),a(9)SV,,a(10)FINISH!/SOLU!ANTYPE,MODAL ! Mode-frequency analysis!EXPASS,ON!MXPAND,nmode,,,YES,0.0 ! Expand nmode shapes,calculate element stresses!SOLVE!FINISH/SOLUANTYPE,SPECTRSRSS,0.0,DISP ! Square Root of Sum of Squares Modecombination! with signif=0.0 and displacement solution requestedSOLVEFINISH/POST1SET,LIST/INPUT,,mcom!***************EARTHQUAKE X******************ALLSEL,ALLFINISH! Y-方向谱分析 Spectrum analysis along Global X-axisdirection!!**********************************************!/SOL!!*!ANTYPE,2!!*!MSAVE,0!!*!MODOPT,LANB,NMODE!EQSLV,SPAR!MXPAND,NMODE , , ,1!LUMPM,0!PSTRES,0!!*!MODOPT,LANB,NMODE ,0,0, ,OFF!SOLVE!FINISH!!**********************************************/SOLULSCLEAR,LSOPTANTYPE,SPECTR ! Spectrum analysisSPOPT,SPRS ! Single point spectrum SED,,1, ! Global Y-axis as spectrum direction SVTYP,2 ! Seismic acceleration response spectrumFREQ! Frequency points and Spectrum values for SV vs. freq.tableFREQ,fre(1),fre(2),fre(3),fre(4),fre(5),fre(6),fre(7),fre(8),fre(9)FREQ,fre(10)SV,,a(1),a(2),a(3),a(4),a(5),a(6),a(7),a(8),a(9)SV,,a(10)SOLVEFINISH!/SOLU!ANTYPE,MODAL ! Mode-frequency analysis!EXPASS,ON!MXPAND,nmode,,,YES,0.0 ! Expand nmode shapes,calculate element stresses!SOLVE!FINISH/SOLUANTYPE,SPECTRSRSS,0.0,DISP ! Square Root of Sum of Squares Modecombination! with signif=0.0 and displacement solution requestedSOLVEFINISH/POST1SET,LIST/INPUT,,mcom!***************EARTHQUAKE Y******************ALLSEL,ALLFINISH这里在进行X方向的反应谱分析以后，进行Y方向的分析，可是他生成的*.mcom文件如下：/COM,ANSYS RELEASE 8.0 UP20030930 09:28:42 07/23/2005/COM, truss.mcomLCOPER,ZEROLCDEFI,1, 1, 1LCFACT,1, 0.263825E-17LCASE,1LCOPER,SQUARELCDEFI,1, 1, 2LCFACT,1, 8.55778LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 3LCFACT,1, -0.188669E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 4 LCFACT,1, -0.871099E-15 LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 5LCFACT,1, -0.757013LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 6 LCFACT,1, 0.967307E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 7 LCFACT,1, 0.533141E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 8LCFACT,1, -0.203699LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 9 LCFACT,1, 0.445795E-13LCOPER,ADD,1,MULT,1 LCDEFI,1, 1, 10 LCFACT,1, -0.387808E-13 LCOPER,ADD,1,MULT,1LCOPER,SQRT/COM,ANSYS RELEASE 8.0 UP20030930 09:28:42 07/23/2005/COM, truss.mcomLCOPER,SQUARE !注意这里没有清空数据库LCDEFI,1, 1, 1LCFACT,1, 50.7528LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 2LCFACT,1, 0.887017E-14LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 3LCFACT,1, 0.612824E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 4LCFACT,1, -1.96484LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 5LCFACT,1, -0.331613E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 6LCFACT,1, 0.330459E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 7LCFACT,1, 0.366569LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 8LCFACT,1, -0.976991E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 9LCFACT,1, 0.417313E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 10LCFACT,1, 0.401040E-13LCOPER,ADD,1,MULT,1LCOPER,SQRT我感觉这样好像是X和Y两个方向地震的叠加，可是如果在座Y方向的地震以前把注释掉的模态分析在做一下这样的Y方向的地震的*.mcom就是：/COM, truss.mcomLCOPER,ZERO !注意这里清空数据库LCDEFI,1, 1, 1LCFACT,1, 50.7528LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 2LCFACT,1, 0.887017E-14LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 3 LCFACT,1, 0.612824E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 4LCFACT,1, -1.96484LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 5 LCFACT,1, -0.331613E-13 LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 6 LCFACT,1, 0.330459E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 7LCFACT,1, 0.366569LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 8 LCFACT,1, -0.976991E-13 LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 9 LCFACT,1, 0.417313E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 10LCFACT,1, 0.401040E-13LCOPER,ADD,1,MULT,1LCOPER,SQRT如果在X方向后不作Y方向的地震，他的*.mcom：/COM,ANSYS RELEASE 8.0 UP20030930 08:46:23 07/23/2005/COM, truss.mcomLCOPER,ZEROLCDEFI,1, 1, 1LCFACT,1, 0.263825E-17LCASE,1LCOPER,SQUARELCDEFI,1, 1, 2LCFACT,1, 8.55778LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 3LCFACT,1, -0.188669E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 4LCFACT,1, -0.871099E-15LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 5LCFACT,1, -0.757013LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 6LCFACT,1, 0.967307E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 7LCFACT,1, 0.533141E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 8LCFACT,1, -0.203699LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 9LCFACT,1, 0.445795E-13LCOPER,ADD,1,MULT,1LCDEFI,1, 1, 10LCFACT,1, -0.387808E-13LCOPER,ADD,1,MULT,1LCOPER,SQRT可是在X后作Y他不清空数据库，需要进行两次模态分析，这很耗时间对于大型结构，请大家讨论讨论如何处理呢？Re:讨论：ANSYS地震反应谱SRSS分析本人是学土木工程的，平时主要用Patran+Nastran对结构做线性分析，偶尔使用Ansys对结构做地震反应谱分析，但对Ansys的命令流不熟悉。