标准、完整的框架结构ansys命令流分析过程及原文件

标准、完整的框架结构ansys命令流分析过程及原文件


!********************提示********************************************
!第一步：建立框架结构模型
!第二步：框架结构施加重力荷载
!第三步：框架结构施加活荷载
!第四步：框架结构施加风荷载
!第五步：框架结构荷载组合运算
!第六步：框架结构模态分析
!第七步：框架结构屈曲特征值分析
!第八步：框架结构地震时程弹性分析
!第九步：结束

!采用地震波时间文件为:TIME.TXT
!采用地震波文件分别为:AC_X.TXT/AC_Y.TXT

FINISH
/CLEAR
/FILENAME,FRAME_SHEAR_WALL
/TITLE, FRAME_SHEAR_WALL

!**************************************************************************
!************************第一步********************************************
!********************框架结构建模型***************************************

/PREP7

!采用单位为N/m/S 国际单位制

!定义单元类型
ET,1,BEAM4
ET,2,SHELL63

!定义实常数
R,1,0.25,0.0052,0.0052,0.5,0.5
R,2,0.2025,0.0034,0.0034,0.45,0.45
R,3,0.06,0.0002,0.00045,0.3,0.2
R,4,0.25,0.25,0.25,0.25
R,5,0.1,0.1,0.1,0.1

!定义材料参数
MP,EX,1,3.0E10
MP,NUXY,1,0.2
MP,DENS,1,2500

!关键点
*DO,II,1,1
K, 1+(II-1)*20, 0, 0, (II-1)*6
K, 2+(II-1)*20, 6, 0, (II-1)*6
K, 3+(II-1)*20, 12, 0, (II-1)*6
K, 4+(II-1)*20, 17, 0, (II-1)*6
K, 5+(II-1)*20, 0, 5, (II-1)*6
K, 6+(II-1)*20, 6, 5, (II-1)*6
K, 7+(II-1)*20, 12, 5, (II-1)*6
K, 8+(II-1)*20, 17, 5, (II-1)*6
K, 9+(II-1)*20, 0, 10, (II-1)*6
K, 10+(II-1)*20, 6, 10, (II-1)*6
K, 11+(II-1)*20, 12, 10, (II-1)*6
K, 12+(II-1)*20, 17, 10, (II-1)*6
K, 14+(II-1)*20, 6, 1.875, (II-1)*6
K, 16+(II-1)*20, 6, 3.125, (II-1)*6
K, 18+(II-1)*20, 6, 1.875, 3.9
K, 20+(II-1)*20, 6, 3.125, 3.9
*ENDDO

*DO,II,1,10
K, 1+II*20, 0, 0, (II-1)*3+6
K, 2+II*20, 6, 0, (II-1)*3+6
K, 3+II*20, 12, 0, (II-1)*3+6
K, 4+II*20, 17, 0, (II-1)*3+6
K, 5+II*20, 0, 5, (II-1)*3+6
K, 6+II*20, 6, 5, (II-1)*3+6
K, 7+II*20, 12, 5, (II-1)*3+6
K, 8+II*20, 17, 5, (II-1)*3+6
K, 9+II*20, 0, 10, (II-1)*3+6
K, 10+II*20, 6, 10, (II-1)*3+6
K, 11+II*20, 12, 10, (II-1)*3+6
K, 12+II*20, 17, 10, (II-1)*3+6
K, 13+II*20, 0, 1.875, (II-1)*3+6
K, 14+II*20, 6, 1.875, (II-1)*3+6
K, 15+II*20, 0, 3.125, (II-1)*3+6
K, 16+II*20, 6, 3.125, (II-1)*3+6
K, 17+II*20, 0, 1.875, (II-1)*3+6+1.5
K, 18+II*20, 6, 1.875, (II-1)*3+6+2
K, 19+II*20, 0, 3.125, (II-1)*3+6+1.5
K, 20+II*20, 6, 3.125, (II-1)*3+6+2
*ENDDO

*DO,II,11,11
K, 1+II*20, 0, 0, (II-1)*3+6
K, 2+II*20, 6, 0, (II-1)*3+6
K, 3+II*20, 12, 0, (II-1)*3+6
K, 4+II*20, 17, 0, (II-1)*3+6
K, 5+II*20, 0, 5, (II-1)*3+6
K, 6+II*20, 6, 5, (II-1)*3+6
K, 7+II*20, 12, 5, (II-1)*3+6
K, 8+II*20, 17, 5, (II-1)*3+6
K, 9+II*20, 0, 10, (II-1)*3+6
K, 10+II*20, 6, 10, (II-1)*3+6
K, 11+II*20, 12, 10, (II-1)*3+6
K, 12+II*20, 17, 10, (II-1)*3+6
K, 13+II*20, 0, 1.875, (II-1)*3+6
K, 14+II*20, 6, 1.875, (II-1)*3+6
K, 15+II*20, 0, 3.125, (II-1)*3+6
K, 16+II*20, 6, 3.125, (II-1)*3+6
K, 17+II*20, 0, 1.875, (II-1)*3+6+1.8
K, 18+II*20, 6, 1.875, (II-1)*3+6+2.5
K, 19+II*20, 0, 3.125, (II-1)*3+6+1.8
K, 20+II*20, 6, 3.125, (II-1)*3+6+2.5
*ENDDO

*DO,II,12,12
K, 1+II*20, 0, 0, 39.5
K, 2+II*20, 6, 0, 39.5
K, 3+II*20, 12, 0, 39.5
K, 4+II*20, 17, 0, 39.5
K, 5+II*20, 0, 5, 39.5
K, 6+II*20, 6, 5, 39.5
K, 7+II*20, 12, 5, 39.5
K, 8+II*20, 17, 5, 39.5
K, 9+II*20, 0, 10, 39.5
K, 10+II*20, 6, 10, 39.5
K, 11+II*20, 12, 10, 39.5
K, 12+II*20, 17, 10, 39.5
*ENDDO

*DO,II,2,13
L, (II-1)*20+1, (II-1)*20+2
L, (II-1)*20+2, (II-1)*20+3
L, (II-1)*20+3, (II-1)*20+4
L, (II-1)*20+5, (II-1)*20+6
L, (II-1)*20+6, (II-1)*20+7
L, (II-1)*20+7, (II-1)*20+8
L, (II-1)*20+9, (II-1)*20+10
L, (II-1)*20+10, (II-1)*20+11
L, (II-1)*20+11, (II-1)*20+12
L, (II-1)*20+5, (II-1)*20+9
L, (II-1)*20+6, (II-1)*20+10
L, (II-1)*20+3, (II-1)*20+7
L, (II-1)*20+7, (II-1)*20+11
L, (II-1)*20+4, (II-1)*20+8
L, (II-1)*20+8, (II-1)*20+12
*ENDDO

*DO,II,1,12
L, (II-1)*20+1, II*20+1
L, (II-1)*20+2, II*20+2
L, (II-1)*20+3, II*20+3
L, (II-1)*20+4, II*20+4
L, (II-1)*20+5, II*20+5
L, (II-1)*20+6, II*20+6
L, (II-1)*20+7, II*20+7
L, (II-1)*20+8, II*20+8
L, (II-1)*20+9, II*20+9
L, (II-1)*20+10, II*20+10
L, (II-1)*20+11, II*20+11
L, (II-1)*20+12, II*20+12
*ENDDO


*DO,II,1,1
L, (II-1)*20+14, (II-1)*20+18
L, (II-1)*20+16, (II-1)*20+20
*ENDDO

*DO,II,2,12
L, (II-1)*20+13, (II-1)*20+17
L, (II-1)*20+15, (II-1)*20+19
L, (II-1)*20+14, (II-1)*20+18
L, (II-1)*20+16, (II-1)*20+20
*ENDDO

A, 1, 21, 25, 5

*DO,II,2,12
A, (II-1)*20+1, II*20+1, II*20+5, (II-1)*20+5, (II-1)*20+15, (II-1)*20+19, (II-1)*20+17, (II-1)*20+13
*ENDDO

*DO,II,1,12
A, (II-1)*20+2, II*20+2, II*20+6, (II-1)*20+6, (II-1)*20+16, (II-1)*20+20, (II-1)*20+18, (II-1)*20+14
*ENDDO

*DO,II,1,12
A, II*20+1, II*20+2, II*20+6, II*20+5
A, II*20+2, II*20+3, II*20+7, II*20+6
A, II*20+3, II*20+4, II*20+8, II*20+7
A, II*20+5, II*20+6, II*20+10,II*20+9
A, II*20+6, II*20+7, II*20+11,II*20+10
A, II*20+7, II*20+8, II*20+12,II*20+11
*ENDDO

!立柱网格划分
LSEL,S,,,181,192 !底层立柱
LATT,1,1,1
LESIZE,ALL,,,10
LMESH,ALL

LSEL,S,,,192,324 !2～12层立柱
LATT,1,2,1
LESIZE,ALL,,,5
LMESH,ALL

!梁网格划分
LSEL,S,,,1,180
LATT,1,3,1,
LESIZE,ALL,,,8
LMESH,ALL

!剪力墙网格划分
LSEL,S,,,372 !外剪力墙两端、内剪力墙顶端
LSEL,A,,,413
LSEL,A,,,461
LESIZE,ALL,,,8

LSEL,s,,,418 !内剪力墙底端
LSEL,A,,,420
LESIZE,ALL,,,3

LSEL,s,,,325 !内剪力墙底端内侧
LSEL,A,,,326
LESIZE,ALL,,,6

LSEL,S,,,375 !剪力墙空洞顶部
LSEL,A,,,379
LSEL,A,,,383
LSEL,A,,,387
LSEL,A,,,391
LSEL,A,,,395
LSEL,A,,,399
LSEL,A,,,403
LSEL,A,,,407
LSEL,A,,,411
LSEL,A,,,415
LSEL,A,,,419
LSEL,A,,,423
LSEL,A,,,427
LSEL,A,,,431
LSEL,A,,,435
LSEL,A,,,439
LSEL,A,,,443
LSEL,A,,,447
LSEL,A,,,451
LSEL,A,,,455
LSEL,A,,,459
LSEL,A,,,463
LESIZE,ALL,,,2

!剪力墙网格划分
ASEL,S,,,1,24
AATT,1,4,2
AMESH,ALL

!楼板网格划分
ASEL,S,,,25,96
AATT,1,5,2
AMESH,ALL


NSEL,S,LOC,Z,0 ！选取模型底端节点
D,ALL,ALL ！施加位移约束
ALLSEL,ALL ！重新选取所有节点

/eshape,1.0

/VIEW,1,1,1,1
/ANG,1,270,XM,0
/REPlot


FINISH




!**************************************************************************
!************************第二步********************************************
!********************框架结构施加重力荷载*********************************
!框架结构施加重力荷载
FINISH
/SOLU
ANTYPE,STATIC
NSEL,S,LOC,Z,0 ！选取模型底端节点
D,ALL,ALL ！施加位移约束
ALLSEL,ALL ！重新选取所有节点
ACEL,0,0,9.8
SOLVE
FINISH


/POST1
SET,FIRST
PLNSOL,U,Z,0,1
FINISH







!**************************************************************************
!************************第三步********************************************
!*************框架结构施加楼面活荷载D=3KN/M^2*****************************
!框架结构施加楼面活荷载D=3KN/M^2
FINISH
/SOLU
ANTYPE,STATIC
NSEL,S,LOC,Z,0 ！选取模型底端节点
D,ALL,ALL ！施加位移约束
ALLSEL,ALL ！重新选取所有节点
ACEL,0,0,9.8
SOLVE
FINISH


/POST1
SET,FIRST
PLNSOL,U,Z,0,1
FINISH