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ANSYS反应谱分析激励方向问题

发布于:2013-08-22 21:55:22 来自:建筑结构/ANSYS [复制转发]
用ANSYS反应谱分析法分析地震作用,输入不同的激励方向,为什么结果不变?

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  • juanalajia
    juanalajia 沙发
    我试了很久了,是书上的一个例子,我改变激励的方向没有任何变化,下面是命令流,麻烦你看一下,谢谢
    /COM, Structural
    !*
    /PREP7
    !*
    ET,1,BEAM3
    !*
    R,1,0.0256,0.54e-4,0.16, , , ,
    !*
    !*
    MPTEMP,,,,,,,,
    MPTEMP,1,0
    MPDATA,EX,1,,2.1e11
    MPDATA,PRXY,1,,0.3
    MPTEMP,,,,,,,,
    MPTEMP,1,0
    MPDATA,DENS,1,,7800
    K, ,,,,
    K, ,100,,,
    K, ,50,25,,
    LSTR, 1, 2
    LARC, 1, 2, 3
    !*
    LDIV,1, , ,10,0
    FLST,3,11,3,ORDE,4
    FITEM,3,1
    FITEM,3,-2
    FITEM,3,4
    FITEM,3,-12
    KGEN,2,P51X, , , ,30, , ,0
    KDELE, 3
    LSTR, 4, 15
    LSTR, 5, 16
    LSTR, 6, 17
    LSTR, 7, 18
    LSTR, 8, 19
    LSTR, 9, 20
    LSTR, 10, 21
    LSTR, 11, 22
    LSTR, 12, 23
    FLST,2,9,4,ORDE,2
    FITEM,2,12
    FITEM,2,-20
    FLST,3,9,4,ORDE,2
    FITEM,3,12
    FITEM,3,-20
    LSBL, 2,P51X
    LSTR, 4, 3
    LSTR, 5, 25
    LSTR, 6, 26
    LSTR, 7, 27
    LSTR, 8, 28
    LSTR, 9, 29
    LSTR, 10, 30
    LSTR, 11, 31
    LSTR, 12, 24
    GPLOT
    NUMCMP,ALL
    NUMMRG,ALL, , , ,LOW
    NUMCMP,ALL
    TYPE, 1
    MAT, 1
    REAL, 1
    ESYS, 0
    SECNUM,
    !*
    !*
    LESIZE,ALL, , ,1, ,1, , ,1,
    FLST,2,29,4,ORDE,2
    FITEM,2,1
    FITEM,2,-29
    LMESH,P51X
    SAVE
    FINISH
    /SOL
    FLST,2,1,1,ORDE,1
    FITEM,2,1
    !*
    /GO
    D,P51X, , , , , ,UX,UY, , , ,
    FLST,2,1,1,ORDE,1
    FITEM,2,12
    !*
    /GO
    D,P51X, , , , , ,UY, , , , ,
    ACEL,0,9.81,0,
    SAVE
    !*
    !*
    ANTYPE,2
    !*
    MSAVE,0
    !*
    MODOPT,SUBSP,28
    EQSLV,FRONT
    LUMPM,0
    PSTRES,0
    !*
    MODOPT,SUBSP,28,0,0, ,OFF
    RIGID,
    SUBOPT,8,4,32,0,0,ALL
    !*
    /STATUS,SOLU
    SOLVE
    FINISH
    /SOL
    !*
    !*
    ANTYPE,8
    !*
    SPOPT,SPRS,28,1
    SVTYP,2,1, !改变这个参数也没有变化
    SED,1,0,0, !改变这个激励方向结构没变化
    ROCK,0,0,0,0,0,0,
    !*
    FREQ,0.333,0.357,0.416,0.5,0.625,0.833,1.25,2.5,2.778
    FREQ,3.333,3.571,4.167,5,6.25,8.333,10,12.5,16.667
    FREQ,25,50
    !*
    !*
    SV,0,0.013,0.013884,0.01595,0.018794,0.022974,0.029763,0.042871,0.08,0.08,
    SV,0,0.08,0.08,0.08,0.08,0.08,0.08,0.08,0.0712,0.0624,
    SV,0,0.0536,0.0448,
    !*
    /STATUS,SOLU
    SOLVE
    FINISH
    /SOL
    !*
    !*
    ANTYPE,2
    !*
    MSAVE,0
    !*
    MODOPT,SUBSP,28
    EQSLV,FRONT
    LUMPM,0
    PSTRES,0
    !*
    MODOPT,SUBSP,28,0,0, ,OFF
    RIGID,
    SUBOPT,8,4,32,100,5,ALL
    !*
    MXPAND,28,0,0,1,0.005,
    /STATUS,SOLU
    SOLVE
    FINISH
    /SOL
    !*
    FINISH
    /POST1
    FINISH
    /SOL
    !*
    ANTYPE,8
    SRSS,0.02,DISP
    /STATUS,SOLU
    SOLVE
    2013-08-23 11:33:23

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