小女子跪求ANSYS高手看命令，只求顺利毕业
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到这份上了，只求毕业
我的毕业课题，是一个框架结构基础隔震分析
现在模型差不多建好了，加载真的很难很难，求助
1，求大神帮忙看看命令流写的有无错误，
2，求大神写后续，加载部分
finish
/clear
/prep7
et,1,beam188 !梁柱的单元类型
et,2,shell63 !楼板单元类型
et,3,solid45 !砂砾石单元类型
et,4,combin14 !粘性土单元类型
mp,ex,1,3.0e10 !C30混凝土
mp,prxy,1,0.2 !泊松比
mp,dens,1,2700 !密度
MPTEMP,,,,,,,, !砂砾石solid材料属性
MPTEMP,1,0
MPDATA,EX,2,,2.61e8
MPDATA,PRXY,2,,0.27
TB,DP,2,,,
TBMODIF,1,1,61000
TBMODIF,1,2,31
TBMODIF,1,3,
MPTEMP,,,,,,,, !粘性土combin材料属性
MPTEMP,1,0
MPDATA,EX,3,,5.65e6
MPDATA,PRXY,3,,0.3
TB,DP,3,,,
TBMODIF,1,1,2.4e4
TBMODIF,1,2,22
TBMODIF,1,3,
sectype,1,beam,rect !框架柱截面
secdata,0.55,0.55
sectype,2,beam,rect !外环梁截面
secdata,0.3,0.65
sectype,3,beam,rect !次梁
secdata,0.25,0.5
sectype,4,beam,rect !条形基础梁截面
secdata,1.8,1.0
r,2,0.12 !楼板厚度
r,3,300000000,,, !弹性系数
k,5000,50000,0,0
k,5001,0,0,50000 !设置beam188单元节点的方向
k,1,,,-1
k,5,15.8,,-1
kfill,1,5
k,6,19.15,,-1
k,7,22.5,,-1
k,17,58.5,,-1
kfill,7,17
k,18,61.7,,-1
k,19,64.9,,-1
k,23,80.7,,-1
kfill,19,23
kgen,2,1,23,,,7.3
kgen,2,24,46,,,2.8
kgen,2,47,69,,,7.3
kgen,2,1,92,,,,7
kgen,6,93,184,,,,4.2
/view,1,1,1,1
/ANGLE,1,270,XM,0
/REPLOT
!框架柱共288根
*do,i,1,461,92
l,i,i+92
*enddo
lgen,3,1,6,1,7.9,,,2
lgen,2,13,18,1,6.7,,,2
lgen,6,19,24,1,7.2,,,2
lgen,2,49,54,1,6.4,,,2
lgen,3,55,60,1,7.9,,,2
lgen,2,1,72,1,,7.3,,23
lgen,2,73,144,1,,2.8,,23
lgen,2,145,216,1,,7.3,,23
latt,1,,1,,5000,,1
lesize,all,0.5
lmesh,all
lsel,u,,,all
!线单元的最大编号为288
!框架梁KL共480根
*do,i,93,113,2
l,i,i+2
*enddo !NO.289~299
lgen,2,289,299,1,,7.3,,23 !NO.300~310
lgen,2,300,310,1,,2.8,,23 !NO.311~321
lgen,2,311,321,1,,7.3,,23 !NO.322~332
*do,i,93,139,23
l,i,i+23
*enddo !NO.333~335
lgen,3,333,335,1,7.9,,,2 !NO.336~341
lgen,2,339,341,1,6.7,,,2 !NO.342~344
lgen,6,342,344,1,7.2,,,2 !NO.345~359
lgen,2,357,359,1,6.4,,,2 !NO.360~362
lgen,3,360,362,1,7.9,,,2 !NO.363~368
lgen,6,289,368,1,,,4.2,92 !NO.369~768
latt,1,,1,,5001,,2
lesize,all,0.5
lmesh,all
lsel,u,,,all
!线单元的最大编号为768
!次梁共132根
l,94,117
l,96,119
l,98,121
l,100,123 !NO.772
lgen,5,772,772,1,7.2,,,2
l,110,133
l,112,135
l,114,137 !NO.779
lgen,2,769,779,1,,10.1,,46 !NO.790
lgen,6,769,790,1,,,4.2,92 !NO.900
latt,1,,1,,5001,,3
lesize,all,0.5
lmesh,all
lsel,u,,,all
!线单元的最大编号为900
!基础梁共80根
*do,i,1,21,2
l,i,i+2
*enddo !NO.901~911
lgen,2,901,911,1,,7.3,,23 !NO.912~922
lgen,2,912,922,1,,2.8,,23 !NO.923~933
lgen,2,923,933,1,,7.3,,23 !NO.934~944
*do,i,1,47,23
l,i,i+23
*enddo !NO.945~947
lgen,3,945,947,1,7.9,,,2 !NO.948~953
lgen,2,951,953,1,6.7,,,2 !NO.954~956
lgen,6,954,956,1,7.2,,,2 !NO.957~971
lgen,2,969,971,1,6.4,,,2 !NO.972~974
lgen,3,972,974,1,7.9,,,2 !NO.975~980
latt,1,,1,,5001,,4
lesize,all,0.5
lmesh,all
allsel
!线单元的最大编号为980
!楼层板
*do,i,93,114,1
a,i,i+1,i+24,i+23
*enddo
agen,2,1,22,1,,10.1,,46
*do,i,116,137,1
a,i,i+1,i+24,i+23
*enddo
agen,6,1,66,1,,,4.2,92
aatt,1,2,2
aesize,all,0.5
amesh,all
asel,u,, ,all
aplot
!砂垫层模型省略
!加弹簧单元省略
！后面命令是我瞎写的，运行不出来
!施加荷载
FINISH
/SOLU
ANTYPE,STATIC
nsel,s,loc,z,-4
nsel,a,loc,x,-10.65
nsel,a,loc,x,91.35
nsel,a,loc,y,-7.3
nsel,a,loc,y,24.7
d,all,all
allsel !弹簧端加约束
fcum,add,, !荷载叠加
acel,,,9.8 !指定重力加速度
ASEL,S,LOC,X,0,80.7
ASEL,r,LOC,z,6
sfa,all,1,pres,-4000
ASEL,S,LOC,X,0,80.7
ASEL,r,LOC,z,10.2
sfa,all,1,pres,-4000
ASEL,S,LOC,X,0,80.7
ASEL,r,LOC,z,14.4
sfa,all,1,pres,-4000
ASEL,S,LOC,X,0,80.7
ASEL,r,LOC,z,18.6
sfa,all,1,pres,-4000
ASEL,S,LOC,X,0,80.7
ASEL,r,LOC,z,22.8
sfa,all,1,pres,-4000 !楼面活荷载
ASEL,S,LOC,X,0,80.7
ASEL,r,LOC,z,27
Sfa,all,1,pres,-2000 !屋面活荷载
LSEL,S,LOC,z,6 ！加梁荷载
LSEL,r,LOC,x,0
esel,all ！esel命令怎么写？
SFBEAM,ALL,1,PRES,4939
我的毕业课题，是一个框架结构基础隔震分析
现在模型差不多建好了，加载真的很难很难，求助
1，求大神帮忙看看命令流写的有无错误，
2，求大神写后续，加载部分
finish
/clear
/prep7
et,1,beam188 !梁柱的单元类型
et,2,shell63 !楼板单元类型
et,3,solid45 !砂砾石单元类型
et,4,combin14 !粘性土单元类型
mp,ex,1,3.0e10 !C30混凝土
mp,prxy,1,0.2 !泊松比
mp,dens,1,2700 !密度
MPTEMP,,,,,,,, !砂砾石solid材料属性
MPTEMP,1,0
MPDATA,EX,2,,2.61e8
MPDATA,PRXY,2,,0.27
TB,DP,2,,,
TBMODIF,1,1,61000
TBMODIF,1,2,31
TBMODIF,1,3,
MPTEMP,,,,,,,, !粘性土combin材料属性
MPTEMP,1,0
MPDATA,EX,3,,5.65e6
MPDATA,PRXY,3,,0.3
TB,DP,3,,,
TBMODIF,1,1,2.4e4
TBMODIF,1,2,22
TBMODIF,1,3,
sectype,1,beam,rect !框架柱截面
secdata,0.55,0.55
sectype,2,beam,rect !外环梁截面
secdata,0.3,0.65
sectype,3,beam,rect !次梁
secdata,0.25,0.5
sectype,4,beam,rect !条形基础梁截面
secdata,1.8,1.0
r,2,0.12 !楼板厚度
r,3,300000000,,, !弹性系数
k,5000,50000,0,0
k,5001,0,0,50000 !设置beam188单元节点的方向
k,1,,,-1
k,5,15.8,,-1
kfill,1,5
k,6,19.15,,-1
k,7,22.5,,-1
k,17,58.5,,-1
kfill,7,17
k,18,61.7,,-1
k,19,64.9,,-1
k,23,80.7,,-1
kfill,19,23
kgen,2,1,23,,,7.3
kgen,2,24,46,,,2.8
kgen,2,47,69,,,7.3
kgen,2,1,92,,,,7
kgen,6,93,184,,,,4.2
/view,1,1,1,1
/ANGLE,1,270,XM,0
/REPLOT
!框架柱共288根
*do,i,1,461,92
l,i,i+92
*enddo
lgen,3,1,6,1,7.9,,,2
lgen,2,13,18,1,6.7,,,2
lgen,6,19,24,1,7.2,,,2
lgen,2,49,54,1,6.4,,,2
lgen,3,55,60,1,7.9,,,2
lgen,2,1,72,1,,7.3,,23
lgen,2,73,144,1,,2.8,,23
lgen,2,145,216,1,,7.3,,23
latt,1,,1,,5000,,1
lesize,all,0.5
lmesh,all
lsel,u,,,all
!线单元的最大编号为288
!框架梁KL共480根
*do,i,93,113,2
l,i,i+2
*enddo !NO.289~299
lgen,2,289,299,1,,7.3,,23 !NO.300~310
lgen,2,300,310,1,,2.8,,23 !NO.311~321
lgen,2,311,321,1,,7.3,,23 !NO.322~332
*do,i,93,139,23
l,i,i+23
*enddo !NO.333~335
lgen,3,333,335,1,7.9,,,2 !NO.336~341
lgen,2,339,341,1,6.7,,,2 !NO.342~344
lgen,6,342,344,1,7.2,,,2 !NO.345~359
lgen,2,357,359,1,6.4,,,2 !NO.360~362
lgen,3,360,362,1,7.9,,,2 !NO.363~368
lgen,6,289,368,1,,,4.2,92 !NO.369~768
latt,1,,1,,5001,,2
lesize,all,0.5
lmesh,all
lsel,u,,,all
!线单元的最大编号为768
!次梁共132根
l,94,117
l,96,119
l,98,121
l,100,123 !NO.772
lgen,5,772,772,1,7.2,,,2
l,110,133
l,112,135
l,114,137 !NO.779
lgen,2,769,779,1,,10.1,,46 !NO.790
lgen,6,769,790,1,,,4.2,92 !NO.900
latt,1,,1,,5001,,3
lesize,all,0.5
lmesh,all
lsel,u,,,all
!线单元的最大编号为900
!基础梁共80根
*do,i,1,21,2
l,i,i+2
*enddo !NO.901~911
lgen,2,901,911,1,,7.3,,23 !NO.912~922
lgen,2,912,922,1,,2.8,,23 !NO.923~933
lgen,2,923,933,1,,7.3,,23 !NO.934~944
*do,i,1,47,23
l,i,i+23
*enddo !NO.945~947
lgen,3,945,947,1,7.9,,,2 !NO.948~953
lgen,2,951,953,1,6.7,,,2 !NO.954~956
lgen,6,954,956,1,7.2,,,2 !NO.957~971
lgen,2,969,971,1,6.4,,,2 !NO.972~974
lgen,3,972,974,1,7.9,,,2 !NO.975~980
latt,1,,1,,5001,,4
lesize,all,0.5
lmesh,all
allsel
!线单元的最大编号为980
!楼层板
*do,i,93,114,1
a,i,i+1,i+24,i+23
*enddo
agen,2,1,22,1,,10.1,,46
*do,i,116,137,1
a,i,i+1,i+24,i+23
*enddo
agen,6,1,66,1,,,4.2,92
aatt,1,2,2
aesize,all,0.5
amesh,all
asel,u,, ,all
aplot
!砂垫层模型省略
!加弹簧单元省略
！后面命令是我瞎写的，运行不出来
!施加荷载
FINISH
/SOLU
ANTYPE,STATIC
nsel,s,loc,z,-4
nsel,a,loc,x,-10.65
nsel,a,loc,x,91.35
nsel,a,loc,y,-7.3
nsel,a,loc,y,24.7
d,all,all
allsel !弹簧端加约束
fcum,add,, !荷载叠加
acel,,,9.8 !指定重力加速度
ASEL,S,LOC,X,0,80.7
ASEL,r,LOC,z,6
sfa,all,1,pres,-4000
ASEL,S,LOC,X,0,80.7
ASEL,r,LOC,z,10.2
sfa,all,1,pres,-4000
ASEL,S,LOC,X,0,80.7
ASEL,r,LOC,z,14.4
sfa,all,1,pres,-4000
ASEL,S,LOC,X,0,80.7
ASEL,r,LOC,z,18.6
sfa,all,1,pres,-4000
ASEL,S,LOC,X,0,80.7
ASEL,r,LOC,z,22.8
sfa,all,1,pres,-4000 !楼面活荷载
ASEL,S,LOC,X,0,80.7
ASEL,r,LOC,z,27
Sfa,all,1,pres,-2000 !屋面活荷载
LSEL,S,LOC,z,6 ！加梁荷载
LSEL,r,LOC,x,0
esel,all ！esel命令怎么写？
SFBEAM,ALL,1,PRES,4939
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