ANSYS土木工程实例命令流大全

1、1ANSYS SOLID65环向布置钢筋的例子32.混凝土非线性计算实例（1）- MISO单压53.混凝土非线性计算实例（2）- MISO约束压64.混凝土非线性计算实例（3）- KINH滞回95.混凝土非线性计算实例（4）- KINH压-拉裂116.混凝土非线性计算实例（5）127.混凝土非线性计算实例（6）148.混凝土非线性计算实例（7）- MISO滞回169.混凝土非线性计算实例（8）1810.混凝土非线性计算实例（9）-梁平面应力2011.四层弹簧质点模型的地震分析2212.悬臂梁地震分析4813.用beam 54单元描述变截面梁的例子7214.变截面梁实例7315.拱桥浇筑过程分析

2、-单元生死应用实例7416.简支梁实体与预应力钢筋分析实例7517. 简单的二维焊接分析单元生死实例7718.隧道开挖（三维）的命令流8419.岩土接触分析实例10120.钢筋混凝土管的动力响应特性分析实例10921.隧道模拟开挖命令流（入门）11622.螺栓连接的模拟实现问题11923.道路的基层、垫层模量与应力之间的关系12923.滞回分析15124.模拟某楼层浇注15325.在面上施加移动的面力15527.在任意面施加任意方向任意变化的压力15928.预紧分析16029.几何非线性+塑性+接触+蠕变16230.埋设在地下的排水管道16732.幕墙企业玻璃简化计算17233.等截

3、面杆单元生死应用实例18834.梁板建模联系18936.简单的例子如何对结构的振动控制分析19237.模态分析结果的输出实例19438.火车过桥动态加载实例（部分）19639.悬索结构的找形和计算的例题21340.陶瓷杆撞击铝板的例子21841.求反作用力的APDL命令法22142.LS-DYNA实例（部分）22243.路面分层填筑对路基的影响22344.一个例子（含地震影响，求振兴与频率）22745.接触面上的压力总和23146.施加位置函数荷载23547.非线性分析考虑刚度退化23648.一个圆形水池的静力分析23749.ANSYS中混凝土模式预应力模拟的算例23850.悬臂梁受重力作用发

4、生大变形求其固有频率24051.循环对称结构模态分析24252.三角平台受谐波载荷作用的结构响应24453.三角平台受一地震谱激励的应力分布和支反力24654.三角平台受时程载荷作用的应力分布和变形过程24855.经典层合板理论25056定易圆轨迹的例子25757模拟门式刚架施工单元生死25758钢筋混凝土整体式模型例子26059在荷载步之间改变材料属性例子26260含预应力的特征值屈曲计算26361振型叠加计算及工况组合例子26562柱子稳定分析算（预应力，特征值屈曲，初始缺陷）26863 module MConcrete !混凝土模板27164.混凝土开裂实例27965螺栓网格划

5、分28066自由液面的土石坝平面渗流分析28167导出刚度矩阵28568某混凝土拱坝工程施工期及运行期温度场仿真分析28669移动温度荷载计算29370SHSD用于壳-实体装配实例An29571ansys显示隐式回弹分析实例29972工况组合的经典例子3141ANSYS SOLID65环向布置钢筋的例子! 一个管道，环向配筋率为1%，纵向配筋率为0.5%，径向配筋率为0.1%! FINISH/CLEAR/PREP7 !* ! 单元属性ET,1,SOLID65!* KEYOPT,1,1,0KEYOPT,1,5,0KEYOPT,1,6,0KEYOPT,1,7,1!* !实参数1：不同方向配筋R,1

6、,2,.001, , ,2, .01, RMORE, 90, ,2,.005 ,90 ,90 , !Adds real constants to a set. !材料属性!混凝土基本材料属性MPTEMP, MPTEMP,1,0 MPDATA,EX,1,30E2MPDATA,PRXY,1,.2 !屈服准则 TB,MISO,1,1,5, TBTEMP,0TBPT,0.0005,15TBPT,0.001,21TBPT,0.0015,24 TBPT,0.002,27TBPT,0.003,24!破坏准则 TB,CONC,1,1,9, TBTEMP,0TBDATA,.5,.9,3,30,!抗拉和抗压是10

7、 倍的关系TBDATA,1, MPTEMP, MPTEMP,1,0 !钢材基本属性MPDATA,EX,2,200E3MPDATA,PRXY,2,.27 !屈服准则TB,BISO,2,1,2, TBTEMP,0TBDATA,310,2E3, ! 管道内径和外径CYL4,0,0,3000, , , ,10000 CYL4,0,0,2000, , , ,10000 VSBV, 1, 2 ! 定义局部柱坐标CSWPLA,11,1,1,1,! Defines a local coordinate system at the origin of the working plane.KWPAVE, 11!m

8、ove to keypoint11 WPRO,-90.000000, VSBW, 3 WPCSYS,-1,0 !Defines the working plane location based on a coordinate system.KWPAVE, 1 WPRO,-90.000000 VSBW,ALLESIZE,500,0,! 注意：设定单元局部坐标VATT, 1, 1, 1, 11!* VSWEEP,ALL/DEVICE,VECTOR,1/ESHAPE,1.0!Displays elements with shapes determined from the real constant

9、s or section /REPLO ! 注意：红色代表最大配筋方向，绿色代表其次，蓝色表示最小配筋方向2.混凝土非线性计算实例（1）- MISO单压 !MISO单压 FINISH /CLEAR /PREP7 ET,1,SOLID65 R,1 MP,EX,1,30E3 MP,NUXY,1,0.2 TB,CONCR,1,1 TBTEMP,0 TBDATA,1,0.3,0.5,2.5,-1 TB,MISO,1,1,15 TBPT, 100E-6, 3.0 TBPT, 300E-6, 8.3 TBPT, 600E-6,14.6 TBPT, 900E-6,19.1 TBPT,1100E-6,21.0

10、 TBPT,1250E-6,22.0 TBPT,1400E-6,22.6 TBPT,1550E-6,22.8 TBPT,1650E-6,22.7 TBPT,1800E-6,22.3 TBPT,2000E-6,21.4 TBPT,2800E-6,16.8 TBPT,3200E-6,14.7 TBPT,3800E-6,12.3 TBPT,4600E-6,9.9 !TB,MKIN,1 !TBTEMP,STRAIN !TBDATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6 !TBTEMP,0 !TBDATA,15,21.5,23,16,9 BLOCK,0,50,0,

11、50,0,50 MSHAPE,0,3D MSHKEY,1 ESIZE,10 VMESH,ALL NSEL,S,LOC,X,0 D,ALL,UX,0 NSEL,S,LOC,Y,0 D,ALL,UY,0 NSEL,S,LOC,Z,0 D,ALL,UZ,0 NSEL,S,LOC,Y,50 CP,1,UY,ALL NSEL,ALL FINISH /VIEW,1,1,1,1 /REPLOT /SOLU ANTYPE,STATIC AUTOTS,OFF OUTRES,ALL,1 TIME,50 NSUBST,50 D,1,UY,-.25 NSEL,ALL SOLVE FINISH /POST26 NSOL

12、,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50 ADD,5,3,STRESS,-1/2500 /AXLAB,X,STRAIN /AXLAB,Y,STRESS XVAR,4 PLVAR,5 FINISH 3.混凝土非线性计算实例（2）- MISO约束压 !MISO约束压 FINISH /CLEAR /PREP7 ANTYPE,STATIC ET,1,SOLID65 R,1 MP,EX,1,30E3 MP,NUXY,1,0.2 TB,CONCR,1,1 TBTEMP,0 TBDATA,1,0.3,0.5,2.5,-1 TB,MISO,1,1,1

13、5 TBPT, 100E-6, 3.0 TBPT, 300E-6, 8.3 TBPT, 600E-6,14.6 TBPT, 900E-6,19.1 TBPT,1100E-6,21.0 TBPT,1250E-6,22.0 TBPT,1400E-6,22.6 TBPT,1550E-6,22.8 TBPT,1650E-6,22.7 TBPT,1800E-6,22.3 TBPT,2000E-6,21.4 TBPT,2800E-6,16.8 TBPT,3200E-6,14.7 TBPT,3800E-6,12.3 TBPT,4600E-6,9.9 !TB,MKIN,1 !TBTEMP,STRAIN !TB

14、DATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6 !TBTEMP,0 !TBDATA,15,21.5,23,16,9 BLOCK,0,50,0,50,0,50 ESIZE,10 VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0 D,ALL,UX,0 NSEL,S,LOC,Y,0 D,ALL,UY,0 NSEL,S,LOC,Z,0 D,ALL,UZ,0 NSEL,S,LOC,Y,50 CP,1,UY,ALL D,ALL,UX,0 D,ALL,UZ,0 NSEL,ALL FINISH /VIEW,1,1,1,1 /REPLOT /SOL

15、U OUTRES,ALL,1 TIME,20 NSUBST,20,0,20 D,1,UY,-.04 LSWRITE,1 TIME,30 NSUBST,20,0,20 D,1,UY,-.06 LSWRITE,2 TIME,40 NSUBST,100 D,1,UY,-.1 LSWRITE,3 LSSOLVE,1,3 FINISH /POST26 NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50 ADD,5,3,STRESS,-1/2500 /AXLAB,X,STRAIN /AXLAB,Y,STRESS XVAR,4 PLVAR,5 FIN

16、ISH 4.混凝土非线性计算实例（3）- KINH滞回 !KINH滞回 FINISH /CLEAR /PREP7 ANTYPE,STATIC ET,1,SOLID65 R,1 MP,EX,1,30E3 MP,NUXY,1,0.2 TB,CONCR,1,1 TBTEMP,0 TBDATA,1,0.3,0.5,2.5,-1 TB,KINH,1,1,10 TBPT, 150E-6, 4.5 TBPT, 600E-6,14.8 TBPT,1000E-6,20.25 TBPT,1300E-6,22.3 TBPT,1480E-6,22.8 TBPT,1620E-6,22.8 TBPT,1800E-6,22

17、.3 TBPT,2000E-6,21.4 TBPT,3500E-6,12.8 TBPT,5000E-6, 9.0 BLOCK,0,50,0,50,0,50 ESIZE,10 VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0 D,ALL,UX,0 NSEL,S,LOC,Y,0 D,ALL,UY,0 NSEL,S,LOC,Z,0 D,ALL,UZ,0 NSEL,S,LOC,Y,50 CP,1,UY,ALL NSEL,ALL FINISH /VIEW,1,1,1,1 /REPLOT /SOLU OUTRES,ALL,ALL TIME,20 NSUBST,20,0,20 D,1

18、,UY,-.04 LSWRITE,1 TIME,35 NSUBST,15,0,15 D,1,UY,-.01 LSWRITE,2 TIME,90 NSUBST,55,0,55 D,1,UY,-.12 LSWRITE,3 TIME,125 NSUBST,35,0,35 D,1,UY,-.05 LSWRITE,4 TIME,175 NSUBST,50,0,50 D,1,UY,-.15 LSWRITE,5 LSSOLVE,1,5 FINISH /POST26 NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50 ADD,5,3,STRESS,-1

19、/2500 /AXLAB,X,STRAIN /AXLAB,Y,STRESS XVAR,4 PLVAR,5 FINISH 5.混凝土非线性计算实例（4）- KINH压-拉裂 !KINH压拉裂 压到峰值，泄载、反向加载到拉裂 FINISH /CLEAR /PREP7 ANTYPE,STATIC ET,1,SOLID65 R,1 MP,EX,1,30E3 MP,NUXY,1,0.2 TB,CONCR,1,1 TBTEMP,0 TBDATA,1,0.3,0.5,2.5,-1 TB,KINH,1,1,10 TBPT, 150E-6, 4.5 TBPT, 600E-6,14.8 TBPT,1000E-6,

20、20.25 TBPT,1300E-6,22.3 TBPT,1480E-6,22.8 TBPT,1620E-6,22.8 TBPT,1800E-6,22.3 TBPT,2000E-6,21.4 TBPT,3500E-6,12.8 TBPT,5000E-6, 9.0 BLOCK,0,50,0,50,0,50 ESIZE,10 VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0 D,ALL,UX,0 NSEL,S,LOC,Y,0 D,ALL,UY,0 NSEL,S,LOC,Z,0 D,ALL,UZ,0 NSEL,S,LOC,Y,50 CP,1,UY,ALL NSEL,ALL F

21、INISH /VIEW,1,1,1,1 /REPLOT /SOLU OUTRES,ALL,ALL TIME,20 NSUBST,20,0,20 D,1,UY,-.04 LSWRITE,1 TIME,45 NSUBST,25,0,25 D,1,UY,.01 LSWRITE,2 LSSOLVE,1,2 FINISH /POST26 NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50 ADD,5,3,STRESS,-1/2500 /AXLAB,X,STRAIN /AXLAB,Y,STRESS XVAR,4 PLVAR,5 FINISH 6.混

22、凝土非线性计算实例（5） FINISH /CLEAR /PREP7 ANTYPE,STATIC ET,1,SOLID65 R,1 MP,EX,1,30E3 MP,NUXY,1,0.2 TB,CONCR,1,1 TBTEMP,0 TBDATA,1,0.3,0.5,2.5,-1 TB,KINH,1,1,18 TBPT, 100E-6, 3.0 TBPT, 300E-6, 8.3 TBPT, 600E-6,14.6 TBPT, 900E-6,19.1 TBPT,1100E-6,21.0 TBPT,1250E-6,22.0 TBPT,1400E-6,22.6 TBPT,1550E-6,22.8 TBP

23、T,1650E-6,22.7 TBPT,1800E-6,22.3 TBPT,2000E-6,21.4 TBPT,2400E-6,19.1 TBPT,2800E-6,16.8 TBPT,3200E-6,14.7 TBPT,3600E-6,13.0 TBPT,4100E-6,11.3 TBPT,4600E-6,9.9 BLOCK,0,50,0,50,0,50 ESIZE,10 VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0 D,ALL,UX,0 NSEL,S,LOC,Y,0 D,ALL,UY,0 NSEL,S,LOC,Z,0 D,ALL,UZ,0 NSEL,S,LOC,Y

24、,50 CP,1,UY,ALL NSEL,ALL FINISH /VIEW,1,1,1,1 /REPLOT /SOLU OUTRES,ALL,ALL TIME,50 NSUBST,50,0,50 D,1,UY,-.25 SOLVE FINISH /POST26 NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50 ADD,5,3,STRESS,-1/2500 /AXLAB,X,STRAIN /AXLAB,Y,STRESS XVAR,4 PLVAR,5 FINISH 7.混凝土非线性计算实例（6）!MISO约束压 FINISH /CLEAR

25、 /PREP7 ANTYPE,STATIC ET,1,SOLID65 R,1 MP,EX,1,30E3 MP,NUXY,1,0.2 TB,CONCR,1,1 TBTEMP,0 TBDATA,1,0.3,0.5,2.5,-1 TB,KINH,1,1,15 TBPT, 100E-6, 3.0 TBPT, 300E-6, 8.3 TBPT, 600E-6,14.6 TBPT, 900E-6,19.1 TBPT,1100E-6,21.0 TBPT,1250E-6,22.0 TBPT,1400E-6,22.6 TBPT,1550E-6,22.8 TBPT,1650E-6,22.7 TBPT,1800E-

26、6,22.3 TBPT,2000E-6,21.4 TBPT,2800E-6,16.8 TBPT,3200E-6,14.7 TBPT,3800E-6,12.3 TBPT,4600E-6,9.9 !TB,MKIN,1 !TBTEMP,STRAIN !TBDATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6 !TBTEMP,0 !TBDATA,15,21.5,23,16,9 BLOCK,0,50,0,50,0,50 ESIZE,10 VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0 D,ALL,UX,0 NSEL,S,LOC,Y,0 D,AL

27、L,UY,0 NSEL,S,LOC,Z,0 D,ALL,UZ,0 NSEL,S,LOC,Y,50 CP,1,UY,ALL D,ALL,UX,0 D,ALL,UZ,0 NSEL,ALL FINISH /VIEW,1,1,1,1 /REPLOT /SOLU OUTRES,ALL,1 TIME,20 NSUBST,20,0,20 D,1,UY,-.04 LSWRITE,1 TIME,30 NSUBST,20,0,20 D,1,UY,-.06 LSWRITE,2 TIME,40 NSUBST,100 D,1,UY,-.1 LSWRITE,3 LSSOLVE,1,3 FINISH /POST26 NSO

28、L,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50 ADD,5,3,STRESS,-1/2500 /AXLAB,X,STRAIN /AXLAB,Y,STRESS XVAR,4 PLVAR,5 FINISH 8.混凝土非线性计算实例（7）- MISO滞回 !MISO滞回 FINISH /CLEAR /PREP7 ANTYPE,STATIC ET,1,SOLID65 R,1 MP,EX,1,30E3 MP,NUXY,1,0.2 TB,CONCR,1,1 TBTEMP,0 TBDATA,1,0.3,0.5,2.5,-1 TB,MISO,1,1,15

29、 TBPT, 100E-6, 3.0 TBPT, 300E-6, 8.3 TBPT, 600E-6,14.6 TBPT, 900E-6,19.1 TBPT,1100E-6,21.0 TBPT,1250E-6,22.0 TBPT,1400E-6,22.6 TBPT,1550E-6,22.8 TBPT,1650E-6,22.7 TBPT,1800E-6,22.3 TBPT,2000E-6,21.4 TBPT,2800E-6,16.8 TBPT,3200E-6,14.7 TBPT,3800E-6,12.3 TBPT,4600E-6,9.9 BLOCK,0,50,0,50,0,50 ESIZE,10

30、VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0 D,ALL,UX,0 NSEL,S,LOC,Y,0 D,ALL,UY,0 NSEL,S,LOC,Z,0 D,ALL,UZ,0 NSEL,S,LOC,Y,50 CP,1,UY,ALL NSEL,ALL FINISH /VIEW,1,1,1,1 /REPLOT /SOLU OUTRES,ALL,ALL TIME,20 NSUBST,20,0,20 D,1,UY,-.04 LSWRITE,1 TIME,35 NSUBST,15,0,15 D,1,UY,-.01 LSWRITE,2 TIME,60 NSUBST,25,0,25

31、D,1,UY,-.06 LSWRITE,3 TIME,80 NSUBST,20,0,20 D,1,UY,-.02 LSWRITE,4 TIME,110 NSUBST,30,0,30 D,1,UY,-.08 LSWRITE,5 LSSOLVE,1,5 FINISH /POST26 NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50 ADD,5,3,STRESS,-1/2500 /AXLAB,X,STRAIN /AXLAB,Y,STRESS XVAR,4 PLVAR,5 FINISH 9.混凝土非线性计算实例（8） !MISO单压 FINI

32、SH /CLEAR /PREP7 ANTYPE,STATIC ET,1,SOLID65 R,1 MP,EX,1,30E3 MP,NUXY,1,0.2 TB,CONCR,1,1 TBTEMP,0 TBDATA,1,0.3,0.5,2.5,-1 TB,MISO,1,1,10 TBPT, 150E-6, 4.5 TBPT, 600E-6,14.8 TBPT,1000E-6,20.25 TBPT,1300E-6,22.3 TBPT,1480E-6,22.8 TBPT,1620E-6,22.8 TBPT,1800E-6,22.3 TBPT,2000E-6,21.4 TBPT,3500E-6,12.8 T

33、BPT,5000E-6, 9.0 !TB,MKIN,1 !TBTEMP,STRAIN !TBDATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6 !TBTEMP,0 !TBDATA,15,21.5,23,16,9 BLOCK,0,50,0,50,0,50 ESIZE,10 VMESH,ALL MSHAPE,0,3D NSEL,S,LOC,X,0 D,ALL,UX,0 NSEL,S,LOC,Y,0 D,ALL,UY,0 NSEL,S,LOC,Z,0 D,ALL,UZ,0 NSEL,S,LOC,Y,50 CP,1,UY,ALL NSEL,ALL FINISH /V

34、IEW,1,1,1,1 /REPLOT /SOLU OUTRES,ALL,1 TIME,50 NSUBST,100,0,100 D,1,UY,-.25 SOLVE FINISH /POST26 NSOL,2,1,U,Y,UY RFORCE,3,1,F,Y,FY ADD,4,2,STRAIN,-1/50 ADD,5,3,STRESS,-1/2500 /AXLAB,X,STRAIN /AXLAB,Y,STRESS XVAR,4 PLVAR,5 FINISH 10.混凝土非线性计算实例（9）-梁平面应力 !梁平面应力 FINISH /CLEAR /PREP7 ET,1,SOLID65 R,1 MP,

35、EX,1,30E3 MP,NUXY,1,0.2 TB,CONCR,1,1 TBTEMP,0 TBDATA,1,0.3,0.5,2.5,-1 TB,MISO,1,1,15 TBPT, 100E-6, 3.0 TBPT, 300E-6, 8.3 TBPT, 600E-6,14.6 TBPT, 900E-6,19.1 TBPT,1100E-6,21.0 TBPT,1250E-6,22.0 TBPT,1400E-6,22.6 TBPT,1550E-6,22.8 TBPT,1650E-6,22.7 TBPT,1800E-6,22.3 TBPT,2000E-6,21.4 TBPT,2800E-6,16.8

36、 TBPT,3200E-6,14.7 TBPT,3800E-6,12.3 TBPT,4600E-6, 9.9 ET,2,LINK8 R,2,30 R,3,6 MP,EX,2,200E3 MP,NUXY,2,0.3 TB,BKIN,2,1 TBTEMP,0 TBDATA,300,0 /ESHAPE,1 /TRIAD,LBOT /VIEW,1,1,1,1 N,1,0,0,0 N,2,20,0,0 NGEN,11,2,1,2,1,0,20 NGEN,43,22,1,22,1,0,0,20 E,1,2,4,3,23,24,26,25 EGEN,10,2,1 TYPE,2 REAL,2 MAT,2 E,

37、3,25 E,4,26 REAL,3 E,19,41 E,20,42 EGEN,42,22,1,14 E,47,63 E,48,64 EGEN,10,88,589,590 /NUMBER,1 /PNUM,TYPE,1 /REPLOT NSEL,S,LOC,Z,0 D,ALL,UZ,0 NSEL,S,LOC,Y,0 NSEL,R,LOC,Z,740 D,ALL,UY,0 NSEL,ALL FINISH /SOLU ANTYPE,STATIC NSEL,S,LOC,Y,200 NSEL,R,LOC,Z,200 D,ALL,UY,-2 TIME,200 NSUBST,10 LSWRITE,1 D,A

38、LL,UY,-0.21 TIME,21 NSUBST,100 LSWRITE,2 D,ALL,UY,-1 TIME,100 NSUBST,100 LSWRITE,3 NSEL,ALL AUTOTS,1 OUTRES,ALL,1 PRED,ON LSSOLVE,1,3 FINISH 11.四层弹簧质点模型的地震分析包括频率分析，谱分析和时程分析作者：陆新征，清华大学土木工程系 FINI/CLEAR/UNITS,SI /PREP7 DAMPRATIO=0.02 !振型阻尼系数都为0.02ET,1,BEAM188KEYOPT,1,7,1KEYOPT,1,8,1ET,2,MASS21,4MP,EX,1

39、,210E9 MP,NUXY,1,0.3 MP,DENS,1,7800 MPDATA,DAMP,1,DAMPRATIOSECTYPE,3,BEAM,ISECDATA,0.2,0.2,0.5,0.01,0.01,0.008R,1,1.6E2,1.6E2R,2,1.2E2,1.2E2K,1,0,0,0 K,2,0,3,0 K,3,0,6,0 K,4,0,9,0 K,5,0,12,0 K,6,0,0,10000L,1,2L,2,3L,3,4L,4,5LSEL,1,4LATT,1,0,1,6,3 ALLSLESIZE,ALL, , ,3 , , , , ,1 LMESH,ALL NUMMRG,ALLN

40、UMCMP,ALLTYPE,2REAL,1E,2TYPE,2REAL,2E,8E,14E,20*SET,NT,1001*SET,DT,0.02 *DIM,AC,NT *VREAD,AC(1),RECORD,TXT(F8.3)/SOLU D,1,ALL,ANTYPE,0SOLVEFINISH/SOLU !模态分析ANTYPE,2MODOPT,SUBSP,8 MXPAND,8, , ,1 SOLVEFINI!得到自振频率1*GET,FREQ1,MODE,1,FREQ/ESHAPE,1.0 /SOLUANTYPE,SPECTR !谱分析SPOPT,SPRSMDAMP,1,DAMPRATIO, , ,

41、 , , , SED,1SVTYPE,2,1FREQ,0.167,0.25,0.333,0.44444,0.5,0.667,1,1.25,1.667SV,0.154350625,0.191590625,0.210210625,0.224175625,0.250716714,0.329514922,0.484352764,0.598723486,0.786897371FREQ,2.222,10,100000SV,1.034212766,1.034212766,0.3528!按7度多遇地震，地震影响系数0.08 第一组III场地TG0.45SRSS,0.01,DISPSOLVEFINISH/POS

42、T1/INP,MCOMNSORT,U,SUM *GET,DMAX_SPE,SORT, ,MAX !反应谱最大变形!开始地震计算FINISH/CONFIG,NRES,20000/SOLU ANTYPE,TRANS TRNOPT,FULL ALPHAD,2*DAMPRATIO*FREQ1*2*3.1415926BETAD,2*DAMPRATIO/(FREQ1*2*3.1415926)*DO,I,1,1001ACEL,AC(I),0,0 TIME,I*0.02 OUTRES,ALL,ALLSOLVE *ENDDO FINISH /POST26 FILENSOL,2,20,U,X, PLVAR,2,

43、, , , , , , , , , STORE,MERGE XVAR,1 PLVAR,2,*GET,DMAX_TRANS,VARI,2,EXTREM,VMAX, , ! 时程分析最大位移数据文件record.txt-0.0014-0.0108-0.0101-0.0088-0.0095-0.012-0.0142-0.0128-0.011-0.0085-0.0085-0.0131-0.0176-0.0194-0.0162-0.0144-0.0108-0.0082-0.0042-0.0066-0.0131-0.019-0.0196-0.00660.0030.0141-0.0049-0.0128-0.

44、0144-0.0203-0.026-0.0325-0.0306-0.0172-0.0197-0.0163-0.0164-0.00670.00250.0150.02360.02520.03360.04630.04920.04190.03590.02710.02350.03390.04120.0530.06390.07320.06520.05990.040.040.0063-0.0515-0.0787-0.0603-0.0484-0.025-0.00590.01340.03080.04990.0710.09950.12190.15290.14490.11550.09350.08920.09260.

45、08390.09010.09930.12090.0328-0.1475-0.2066-0.1989-0.2034-0.1816-0.1725-0.1752-0.1753-0.1805-0.163-0.1347-0.1087-0.0782-0.0429-0.00170.0360.07850.11640.15980.1960.24120.27290.30360.320.34170.28210.2324-0.1198-0.2373-0.164-0.1865-0.1095-0.0753-0.01730.01130.05330.08950.11860.17570.0576-0.2631-0.1547-0

46、.1729-0.1012-0.05790.0237-0.067-0.198-0.1641-0.1685-0.1481-0.1231-0.1001-0.0751-0.0523-0.0271-0.00440.0188-0.0095-0.0433-0.0838-0.0951-0.0716-0.0599-0.0334-0.01080.01850.0420.0673-0.0097-0.0372-0.0040.00110.03440.05650.08830.1130.13630.02190.02410.06830.06890.13180.13530.204-0.0931-0.1308-0.0692-0.0

47、5460.00720.0675-0.1067-0.1488-0.1071-0.1162-0.0762-0.0559-0.0215-0.0126-0.0674-0.0324-0.0337-0.01090.00170.02990.04880.06080.0222-0.0032-0.02450.00770.02110.05680.08260.12060.14780.17370.04210.00290.02590.0293-0.0055-0.01470.01430.02060.04990.06450.09570.11280.14470.16290.19450.18560.19840.17690.125

48、-0.1207-0.0542-0.0384-0.0311-0.1118-0.1661-0.2464-0.2025-0.1835-0.1317-0.096-0.03250.01540.08160.13190.1818-0.0058-0.01690.02850.04470.09830.14240.18530.24560.1685-0.138-0.0999-0.1089-0.0907-0.0469-0.125-0.2111-0.1617-0.1692-0.1306-0.1111-0.0773-0.051-0.0544-0.12-0.1209-0.1158-0.1145-0.0717-0.05460.

49、0064-0.0804-0.1634-0.0859-0.0961-0.0396-0.01470.03190.06480.08760.04720.0198-0.00270.02920.04450.07850.10330.13520.16060.18610.12810.0640.02040.03140.03730.04960.0235-0.0084-0.0168-0.0113-0.0229-0.0248-0.0157-0.00690.01470.03790.05790.0255-0.0041-0.0428-0.01330.00950.023-0.0129-0.0050.0080.0210.0380.0510.0157-0.0032-0.01110.00050.00760.0035-0.0095-0.0036-0.00160.00380.0085-0.0056-0.0304-0.0421-0.0244-0.0236-0.0177-0.0129-0.00180.0203-0.0108-0.0091-0.0034-0.0106-0.0111-0.0099-0.00020.00730.02350.03550.07050.07790.0184-0.0263-0.0124-0.00420.01590.0048-0.0219-0.0