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ansys命令流分析实例.pdf

ansys命令流分析实例.pdf

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简介:本文档为《ansys命令流分析实例pdf》,可适用于源代码领域,主题内容包含ANSYS分析实例集Whtao汇集.ANSYSSOLID环向布置钢筋的例子混凝土非线性计算实例)MISO单压混凝土非线性计算实例)MISO约束压混凝符等。

1ANSYS分析实例集Whtao1998汇集21.ANSYSSOLID65环向布置钢筋的例子..42.混凝土非线性计算实例1)MISO单压63.混凝土非线性计算实例2)MISO约束压..74.混凝土非线性计算实例3)KINH滞.105.混凝土非线性计算实例4)KINH压拉裂.126.混凝土非线性计算实例5).137.混凝土非线性计算实例6).158.混凝土非线性计算实例7)MISO滞.179.混凝土非线性计算实例8).1910.混凝土非线性计算实例9)梁平面应力.2111.四层弹簧-质点模型的地震分析..2312.悬臂梁地震分析4913.用bam54单元描述变截面梁的例子7314.变截面梁实例.7415.拱桥浇筑过程分析单元生死应用实例..7516.简支梁实体与预应力钢筋分析实例..7617.简单的二维焊接分析-单元生死实例.7818.隧道开挖三维)的命令流..8519.岩土接触分析实例.10220.钢筋混凝土管的动力响应特性分析实例.11021.隧道模拟开挖命令流入门)..11722.螺栓连接的模拟实现问题.12023.道路的基层、垫层模量与应力之间的关系13023.滞分析..15224.模拟某楼层浇注.15425.在面上施加移动的面力.15627.在任意面施加任意方向任意变化的压力16028.预紧分析.16129.几何非线性+塑性+接触+蠕变16330.埋设在地下的排水管道.16832.幕墙企业玻璃简化计算.17333.等截面杆单元生死应用实例..18934.梁板建模联系..19036.简单的例子-如何对结构的振动控制分析..19337.模态分析结果的输出实例19538.火车过桥动态加载实例部分)19739.悬索结构的找形和计算的例题.21440.陶瓷杆撞击铝板的例子.21941.求反作用力的APDL命令法.22242.LSDYNA实例部分).22343.路面分层填筑对路基的影响..22444.一个例子含地震影响,求振兴与频率)..22845.接触面上的压力总和..23246.施加位置函数荷载236347.非线性分析考虑刚度退化23748.一个圆形水池的静力分析23849.ANSYS中混凝土模式预应力模拟的算例.23950.悬臂梁受重力作用发生大变形求其固有频率.24151.循环对称结构模态分析.24352.三角平台受谐波载荷作用的结构响应.24553.三角平台受一地震谱激励的应力分布和支反力24754.三角平台受时程载荷作用的应力分布和变形过程..24955.经典层合板理论.25156.定易圆轨迹的例子.25857.模拟门式刚架施工-单元生死..25858.钢筋混凝土整体式模型例子26159.在荷载步之间改变材料属性例子.26360.含预应力的特征值屈曲计算26461.振型叠加计算及工况组合例子..26662.柱子稳定分析算预应力,特征值屈曲,初始缺陷).26963.modulMConcrt!混凝土模板.27264.混凝土开裂实例.28065.螺栓网格划分28166.自由液面的土石坝平面渗流分析.28267.导出刚度矩阵28668.某混凝土拱坝工程施工期及运行期温度场仿真分析..28769.移动温度荷载计算.29470.SHSD用于壳实体装配实例An29671.ansys显示-隐式-弹分析实例.30072.工况组合的经典例子31541.ANSYSSOLID65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%!FINISHCLEARPREP7!!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,1,2,.001,,,2,.01,RMORE,90,,2,.005,90,90,!Addsralc<span class='wran'>ons</span>tantstoast.!材料属性!混凝土基本材料属性MPTEMP,,,,,,,,MPTEMP,1,0MPDATA,EX,1,,30E2MPDATA,PRXY,1,,.2!屈服准则TB,MISO,1,1,5,TBTEMP,0TBPT,,0.0005,15TBPT,,0.001,21TBPT,,0.0015,24TBPT,,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倍的关系TBDATA,,,,1,,,MPTEMP,,,,,,,,5MPTEMP,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,,,,10000CYL4,0,0,2000,,,,10000VSBV,1,2!定义局部柱坐标CSWPLA,11,1,1,1,!Dfinsalocalcoordinatsystmatthoriginofthworkingplan.KWPAVE,11!motokypoint11WPRO,,90.000000,VSBW,3WPCSYS,1,0!Dfinsthworkingplanlocationbasdonacoordinatsystm.KWPAVE,1WPRO,,,90.000000VSBW,ALLESIZE,500,0,!注意:设定单元局部坐标VATT,1,1,1,11!VSWEEP,ALLDEVICE,VECTOR,1ESHAPE,1.0!Displayslmntswithshapsdtrmindfromthralc<span class='wran'>ons</span>tantsorsctionREPLO!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62.混凝土非线性计算实例1)MISO单压!MISO单压FINISHCLEARPREP7ET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,1TB,MISO,1,1,15TBPT,,100E6,3.0TBPT,,300E6,8.3TBPT,,600E6,14.6TBPT,,900E6,19.1TBPT,,1100E6,21.0TBPT,,1250E6,22.0TBPT,,1400E6,22.6TBPT,,1550E6,22.8TBPT,,1650E6,22.7TBPT,,1800E6,22.3TBPT,,2000E6,21.4TBPT,,2800E6,16.8TBPT,,3200E6,14.7TBPT,,3800E6,12.3TBPT,,4600E6,9.9!TB,MKIN,1!TBTEMP,,STRAIN!TBDATA,,600E6,1100E6,1600E6,3000E6,4500E6!TBTEMP,0!TBDATA,,15,21.5,23,16,9BLOCK,0,50,0,50,0,50MSHAPE,0,3DMSHKEY,1ESIZE,107VMESH,ALLNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALLNSEL,ALLFINISHVIEW,1,1,1,1REPLOTSOLUANTYPE,STATICAUTOTS,OFFOUTRES,ALL,1TIME,50NSUBST,50D,1,UY,.25NSEL,ALLSOLVEFINISHPOST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,,,STRAIN,,,150ADD,5,3,,,STRESS,,,12500AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,4PLVAR,5FINISH3.混凝土非线性计算实例2)MISO约束压8!MISO约束压FINISHCLEARPREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,1TB,MISO,1,1,15TBPT,,100E6,3.0TBPT,,300E6,8.3TBPT,,600E6,14.6TBPT,,900E6,19.1TBPT,,1100E6,21.0TBPT,,1250E6,22.0TBPT,,1400E6,22.6TBPT,,1550E6,22.8TBPT,,1650E6,22.7TBPT,,1800E6,22.3TBPT,,2000E6,21.4TBPT,,2800E6,16.8TBPT,,3200E6,14.7TBPT,,3800E6,12.3TBPT,,4600E6,9.9!TB,MKIN,1!TBTEMP,,STRAIN!TBDATA,,600E6,1100E6,1600E6,3000E6,4500E6!TBTEMP,0!TBDATA,,15,21.5,23,16,9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,09NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALLD,ALL,UX,0D,ALL,UZ,0NSEL,ALLFINISHVIEW,1,1,1,1REPLOTSOLUOUTRES,ALL,1TIME,20NSUBST,20,0,20D,1,UY,.04LSWRITE,1TIME,30NSUBST,20,0,20D,1,UY,.06LSWRITE,2TIME,40NSUBST,100D,1,UY,.1LSWRITE,3LSSOLVE,1,3FINISHPOST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,,,STRAIN,,,150ADD,5,3,,,STRESS,,,12500AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,4PLVAR,5FINISH104.混凝土非线性计算实例3)KINH滞!KINH滞FINISHCLEARPREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,1TB,KINH,1,1,10TBPT,,150E6,4.5TBPT,,600E6,14.8TBPT,,1000E6,20.25TBPT,,1300E6,22.3TBPT,,1480E6,22.8TBPT,,1620E6,22.8TBPT,,1800E6,22.3TBPT,,2000E6,21.4TBPT,,3500E6,12.8TBPT,,5000E6,9.0BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALL11NSEL,ALLFINISHVIEW,1,1,1,1REPLOTSOLUOUTRES,ALL,ALLTIME,20NSUBST,20,0,20D,1,UY,.04LSWRITE,1TIME,35NSUBST,15,0,15D,1,UY,.01LSWRITE,2TIME,90NSUBST,55,0,55D,1,UY,.12LSWRITE,3TIME,125NSUBST,35,0,35D,1,UY,.05LSWRITE,4TIME,175NSUBST,50,0,50D,1,UY,.15LSWRITE,5LSSOLVE,1,5FINISHPOST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,,,STRAIN,,,150ADD,5,3,,,STRESS,,,12500AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,4PLVAR,5FINISH125.混凝土非线性计算实例4)KINH压拉裂!KINH压&mdash;&mdash;拉裂压到峰值,泄载、反向加载到拉裂FINISHCLEARPREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,1TB,KINH,1,1,10TBPT,,150E6,4.5TBPT,,600E6,14.8TBPT,,1000E6,20.25TBPT,,1300E6,22.3TBPT,,1480E6,22.8TBPT,,1620E6,22.8TBPT,,1800E6,22.3TBPT,,2000E6,21.4TBPT,,3500E6,12.8TBPT,,5000E6,9.0BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,013NSEL,S,LOC,Y,50CP,1,UY,ALLNSEL,ALLFINISHVIEW,1,1,1,1REPLOTSOLUOUTRES,ALL,ALLTIME,20NSUBST,20,0,20D,1,UY,.04LSWRITE,1TIME,45NSUBST,25,0,25D,1,UY,.01LSWRITE,2LSSOLVE,1,2FINISHPOST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,,,STRAIN,,,150ADD,5,3,,,STRESS,,,12500AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,4PLVAR,5FINISH6.混凝土非线性计算实例5)FINISHCLEARPREP7ANTYPE,STATIC14ET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,1TB,KINH,1,1,18TBPT,,100E6,3.0TBPT,,300E6,8.3TBPT,,600E6,14.6TBPT,,900E6,19.1TBPT,,1100E6,21.0TBPT,,1250E6,22.0TBPT,,1400E6,22.6TBPT,,1550E6,22.8TBPT,,1650E6,22.7TBPT,,1800E6,22.3TBPT,,2000E6,21.4TBPT,,2400E6,19.1TBPT,,2800E6,16.8TBPT,,3200E6,14.7TBPT,,3600E6,13.0TBPT,,4100E6,11.3TBPT,,4600E6,9.9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALLNSEL,ALLFINISH15VIEW,1,1,1,1REPLOTSOLUOUTRES,ALL,ALLTIME,50NSUBST,50,0,50D,1,UY,.25SOLVEFINISHPOST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,,,STRAIN,,,150ADD,5,3,,,STRESS,,,12500AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,4PLVAR,5FINISH7.混凝土非线性计算实例6)!MISO约束压FINISHCLEARPREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,1TB,KINH,1,1,15TBPT,,100E6,3.016TBPT,,300E6,8.3TBPT,,600E6,14.6TBPT,,900E6,19.1TBPT,,1100E6,21.0TBPT,,1250E6,22.0TBPT,,1400E6,22.6TBPT,,1550E6,22.8TBPT,,1650E6,22.7TBPT,,1800E6,22.3TBPT,,2000E6,21.4TBPT,,2800E6,16.8TBPT,,3200E6,14.7TBPT,,3800E6,12.3TBPT,,4600E6,9.9!TB,MKIN,1!TBTEMP,,STRAIN!TBDATA,,600E6,1100E6,1600E6,3000E6,4500E6!TBTEMP,0!TBDATA,,15,21.5,23,16,9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALLD,ALL,UX,0D,ALL,UZ,0NSEL,ALLFINISHVIEW,1,1,1,1REPLOTSOLUOUTRES,ALL,1TIME,20NSUBST,20,0,2017D,1,UY,.04LSWRITE,1TIME,30NSUBST,20,0,20D,1,UY,.06LSWRITE,2TIME,40NSUBST,100D,1,UY,.1LSWRITE,3LSSOLVE,1,3FINISHPOST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,,,STRAIN,,,150ADD,5,3,,,STRESS,,,12500AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,4PLVAR,5FINISH8.混凝土非线性计算实例7)MISO滞!MISO滞FINISHCLEARPREP7ANTYPE,STATICET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,118TB,MISO,1,1,15TBPT,,100E6,3.0TBPT,,300E6,8.3TBPT,,600E6,14.6TBPT,,900E6,19.1TBPT,,1100E6,21.0TBPT,,1250E6,22.0TBPT,,1400E6,22.6TBPT,,1550E6,22.8TBPT,,1650E6,22.7TBPT,,1800E6,22.3TBPT,,2000E6,21.4TBPT,,2800E6,16.8TBPT,,3200E6,14.7TBPT,,3800E6,12.3TBPT,,4600E6,9.9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALLNSEL,ALLFINISHVIEW,1,1,1,1REPLOTSOLUOUTRES,ALL,ALLTIME,20NSUBST,20,0,20D,1,UY,.04LSWRITE,1TIME,35NSUBST,15,0,15D,1,UY,.0119LSWRITE,2TIME,60NSUBST,25,0,25D,1,UY,.06LSWRITE,3TIME,80NSUBST,20,0,20D,1,UY,.02LSWRITE,4TIME,110NSUBST,30,0,30D,1,UY,.08LSWRITE,5LSSOLVE,1,5FINISHPOST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,,,STRAIN,,,150ADD,5,3,,,STRESS,,,12500AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,4PLVAR,5FINISH9.混凝土非线性计算实例8)!MISO单压FINISHCLEARPREP7ANTYPE,STATICET,1,SOLID65R,120MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,1TB,MISO,1,1,10TBPT,,150E6,4.5TBPT,,600E6,14.8TBPT,,1000E6,20.25TBPT,,1300E6,22.3TBPT,,1480E6,22.8TBPT,,1620E6,22.8TBPT,,1800E6,22.3TBPT,,2000E6,21.4TBPT,,3500E6,12.8TBPT,,5000E6,9.0!TB,MKIN,1!TBTEMP,,STRAIN!TBDATA,,600E6,1100E6,1600E6,3000E6,4500E6!TBTEMP,0!TBDATA,,15,21.5,23,16,9BLOCK,0,50,0,50,0,50ESIZE,10VMESH,ALLMSHAPE,0,3DNSEL,S,LOC,X,0D,ALL,UX,0NSEL,S,LOC,Y,0D,ALL,UY,0NSEL,S,LOC,Z,0D,ALL,UZ,0NSEL,S,LOC,Y,50CP,1,UY,ALLNSEL,ALLFINISHVIEW,1,1,1,1REPLOTSOLUOUTRES,ALL,121TIME,50NSUBST,100,0,100D,1,UY,.25SOLVEFINISHPOST26NSOL,2,1,U,Y,UYRFORCE,3,1,F,Y,FYADD,4,2,,,STRAIN,,,150ADD,5,3,,,STRESS,,,12500AXLAB,X,STRAINAXLAB,Y,STRESSXVAR,4PLVAR,5FINISH10.混凝土非线性计算实例9)梁平面应力!梁平面应力FINISHCLEARPREP7ET,1,SOLID65R,1MP,EX,1,30E3MP,NUXY,1,0.2TB,CONCR,1,1TBTEMP,0TBDATA,1,0.3,0.5,2.5,1TB,MISO,1,1,15TBPT,,100E6,3.0TBPT,,300E6,8.3TBPT,,600E6,14.6TBPT,,900E6,19.1TBPT,,1100E6,21.0TBPT,,1250E6,22.0TBPT,,1400E6,22.6TBPT,,1550E6,22.8TBPT,,1650E6,22.7TBPT,,1800E6,22.3TBPT,,2000E6,21.422TBPT,,2800E6,16.8TBPT,,3200E6,14.7TBPT,,3800E6,12.3TBPT,,4600E6,9.9ET,2,LINK8R,2,30R,3,6MP,EX,2,200E3MP,NUXY,2,0.3TB,BKIN,2,1TBTEMP,0TBDATA,,300,0ESHAPE,1TRIAD,LBOTVIEW,1,1,1,1N,1,0,0,0N,2,20,0,0NGEN,11,2,1,2,1,0,20NGEN,43,22,1,22,1,0,0,20E,1,2,4,3,23,24,26,25EGEN,10,2,1TYPE,2REAL,2MAT,2E,3,25E,4,26REAL,3E,19,41E,20,42EGEN,42,22,1,14E,47,63E,48,64EGEN,10,88,589,590NUMBER,1PNUM,TYPE,1REPLOTNSEL,S,LOC,Z,0D,ALL,UZ,023NSEL,S,LOC,Y,0NSEL,R,LOC,Z,740D,ALL,UY,0NSEL,ALLFINISHSOLUANTYPE,STATICNSEL,S,LOC,Y,200NSEL,R,LOC,Z,200D,ALL,UY,2TIME,200NSUBST,10LSWRITE,1D,ALL,UY,0.21TIME,21NSUBST,100LSWRITE,2D,ALL,UY,1TIME,100NSUBST,100LSWRITE,3NSEL,ALLAUTOTS,1OUTRES,ALL,1PRED,ONLSSOLVE,1,3FINISH11.四层弹簧-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FINICLEARUNITS,SIPREP7DAMPRATIO=0.02!振型阻尼系数都为0.0224ET,1,BEAM188KEYOPT,1,7,1KEYOPT,1,8,1ET,2,MASS21,,,4MP,EX,1,210E9MP,NUXY,1,0.3MP,DENS,1,7800MPDATA,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,1,0,0,0K,2,0,3,0K,3,0,6,0K,4,0,9,0K,5,0,12,0K,6,0,0,10000L,1,2L,2,3L,3,4L,4,5LSEL,,,,1,4LATT,1,0,1,,6,,3ALLSLESIZE,ALL,,,3,,,,,1LMESH,ALLNUMMRG,ALLNUMCMP,ALLTYPE,2REAL,1E,2TYPE,2REAL,2E,8E,14E,20SET,NT,1001SET,DT,0.02DIM,AC,,NTVREAD,AC(1),RECORD,TXT(F8.3)SOLUD,1,ALL,25ANTYPE,0SOLVEFINISHSOLU!模态分析ANTYPE,2MODOPT,SUBSP,8MXPAND,8,,,1SOLVEFINI!得到自振频率1GET,FREQ1,MODE,1,FREQESHAPE,1.0SOLUANTYPE,SPECTR!谱分析SPOPT,SPRSMDAMP,1,DAMPRATIO,,,,,,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TG=0.45SRSS,0.01,DISPSOLVEFINISHPOST1INP,,MCOMNSORT,U,SUMGET,DMAXSPE,SORT,,MAX!反应谱最大变形!开始地震计算FINISHCONFIG,NRES,20000SOLUANTYPE,TRANSTRNOPT,FULLALPHAD,2DAMPRATIOFREQ123.1415926BETAD,2DAMPRATIO(FREQ123.1415926)DO,I,1,1001ACEL,AC(I),0,0TIME,I0.0226OUTRES,ALL,ALLSOLVEENDDOFINISHPOST26FILENSOL,2,20,U,X,PLVAR,2,,,,,,,,,,STORE,MERGEXVAR,1PLVAR,2,GET,DMAXTRANS,VARI,2,EXTREM,VMAX,,!时程分析最大位移数据文件rcord.txt0.00140.01080.01010.00880.00950.0120.01420.01280.0110.00850.00850.01310.01760.01940.01620.01440.01080.00820.00420.00660.01310.0190.01960.00660.0030.01410.0049270.01280.01440.02030.0260.03250.03060.01720.01970.01630.01640.00670.00250.0150.02360.02520.03360.04630.04920.04190.03590.02710.02350.03390.04120.0530.06390.07320.06520.05990.040.040.00630.05150.07870.06030.04840.0250.00590.01340.03080.04990.0710.09950.1219280.15290.14490.11550.09350.08920.09260.08390.09010.09930.12090.03280.14750.20660.19890.20340.18160.17250.17520.17530.18050.1630.13470.10870.07820.04290.00170.0360.07850.11640.15980.1960.24120.27290.30360.320.34170.28210.23240.11980.23730.1640.18650.10950.0753290.01730.01130.05330.08950.11860.17570.05760.26310.15470.17290.10120.05790.02370.0670.1980.16410.16850.14810.12310.10010.07510.05230.02710.00440.01880.00950.04330.08380.09510.07160.05990.03340.01080.01850.0420.06730.00970.03720.0040.00110.03440.05650.08830.113300.13630.02190.02410.06830.06890.13180.13530.2040.09310.13080.06920.05460.00720.06750.10670.14880.10710.11620.07620.05590.02150.01260.06740.03240.03370.01090.00170.02990.04880.06080.02220.00320.02450.00770.02110.05680.08260.12060.14780.17370.04210.00290.02590.0293310.00550.01470.01430.02060.04990.06450.09570.11280.14470.16290.19450.18560.19840.17690.1250.12070.05420.03840.03110.11180.16610.24640.20250.18350.13170.0960.03250.01540.08160.13190.18180.00580.01690.02850.04470.09830.14240.18530.24560.16850.1380.09990.10890.0907320.04690.1250.21110.16170.16920.13060.11110.07730.0510.05440.120.12090.11580.11450.07170.05460.00640.08040.16340.08590.09610.03960.01470.03190.06480.08760.04720.01980.00270.02920.04450.07850.10330.13520.16060.18610.12810.0640.02040.03140.03730.04960.02350.0084330.01680.01130.02290.02480.01570.00690.01470.03790.05790.02550.00410.04280.01330.00950.0230.01290.0050.0080.0210.0380.0510.01570.00320.01110.00050.00760.00350.00950.00360.00160.00380.00850.00560.03040.04210.02440.02360.01770.01290.00180.02030.01080.00910.0034340.01060.01110.00990.00020.00730.02350.03550.07050.07790.01840.02630.01240.00420.01590.00480.02190.04670.04280.02160.00430.01590.0320.04190.01230.0160.02040.00820.02060.01370.00550.00530.01340.02660.02320.00790.00080.020.04350.04920.01910.00920.00220.00210.0052350.00930.02550.03680.05250.05410.04250.03980.05590.07560.03650.04110.00980.02040.02490.04050.04130.04710.04330.04580.00570.01780.02080.04920.0530.03620.04050.03080.03160.02650.02650.02690.03450.03090.02170.00780.00870.02810.0310.03580.03410.03580.02870.03050.0112360.02140.01360.03840.08610.13490.13420.13540.11930.10420.08290.06510.04440.02580.0060.00910.01820.01470.00850.01630.0050.02640.05820.08670.120.16950.11110.110.03660.04450.02360.0960.06560.05970.0670.05520.00270.03780.10720.16690.09470.04080.06670.01320.0095370.0520.08270.11520.1150.08030.03690.00290.05450.11780.1610.0270.00340.00560.0020.01460.05370.07980.02050.0590.01690.01750.00280.00740.03820.05670.07530.08010.05920.03040.00230.00640.04060.04510.00790.01680.05670.00930.00550.00440.01230.02820.04370.03520.0255380.01110.02050.05190.08540.11440.07330.02370.03680.02710.02170.08730.09730.05890.03360.00770.02590.05080.03610.00810.00560.02090.03170.02380.03760.0550.07220.08030.05230.0340.00110.00650.00370.00050.01680.0410.0080.00790.03740.06150.06650.02540.00570.04740.0356390.02430.00480.01260.03790.02410.02270.04280.06790.06610.0590.05130.04080.03090.02660.05410.06280.09080.11070.08810.0770.05820.04730.03330.01990.0020.02110.04320.06130.07670.09330.10660.1130.11870.12470.13340.15940.17970.20370.12360.04420.0140.06660.05550.0693400.09840.12460.11790.1050.0920.07430.08090.0850.0860.08630.08730.08680.08850.05370.00520.02150.02450.0580.03140.02360.04850.05890.05250.03550.01970.01990.04920.03430.02880.04320.02390.00880.00770.01480.00770.00190.00750.00440.01450.03160.02410.00280.01820.0426410.04390.05120.04660.04790.01930.02220.02740.03930.05040.05770.05880.08220.07970.09490.03450.00450.01230.03470.04260.04160.02750.0270.00740.04280.02310.03870.00830.01390.04450.00270.06970.07960.02510.01350.00790.01150.02510.03330.02690.03010.020.00670.00380.0105420.02960.03440.09570.08980.01790.03620.09940.08070.07440.05390.0330.01280.00310.01480.05080.00220.04890.03580.06910.05160.03710.00880.06320.08410.12760.13880.11930.07510.02250.00880.02270.00740.01810.05440.03990.00450.00820.01850.0020.00060.01170.0210.03030.0512430.07270.05790.02660.01780.0040.00980.01370.02210.04370.00910.05480.05550.02430.00810.0250.0410.01820.00270.02430.00150.02470.04820.07830.06220.03310.00140.01950.02470.02120.0110.0050.02410.00340.02160.04710.03630.01950.00180.0170.0080.00050.0230.03740.0601440.05160.04320.03440.05050.06530.06830.01720.0170.05270.06640.03870.02220.00330.01190.01280.03510.05140.03350.02180.00120.01420.0070.00630.0120.03220.03460.00910.00730.03090.04720.06030.05760.0330.00730.07770.06080.04380.02090.00310.0350.02930.01210.03380.0317450.02540.02060.01980.01740.00210.01440.03430.03390.01450.00280.0170.00960.02550.02790.03880.02420.02150.01820.01740.00380.00270.01850.01230.00870.03430.06950.0910.08530.0760.05130.01860.00150.0190.01510.00730.00210.01290.02150.00240.01240.03290.05190.07080.0579460.04620.03070.01450.00090.0180.03180.04650.03910.03450.03160.04350.04910.04750.0420.03610.02770.02580.01390.00680.05070.07220.08780.07820.07650.04390.0080.00130.01260.00150.0030.01040.01040.01930.02050.00740.00560.00720.0070.01060.01470.00090.01590.01870.0007470.01550.01050.01150.03020.03090.00950.00580.00040.0020.0050.00570.00970.01340.01770.02180.02610.03020.03460.03860.04740.03930.02380.01150.00790.01240.00540.00270.0250.05660.0630.05910.04130.00680.02720.02770.00210.0060.0110.02210.04160.05190.02220.0030.0079480.01390.01710.02530.03230.03910.01640.01360.03230.02910.02870.03040.03390.02450.00760.01250.03760.04020.02450.01560.0040.01530.02890.03160.01110.00940.03350.05760.04240.01430.00070.01350.0270.03410.03570.03960.04020.04880.0480.04060.04070.03510.01870.00570.0044490.00190.00720.01690.01150.0126finishclar12.悬臂梁地震分析!定义单元类型prp7ET,1,BEAM3R,1,0.09,0.000675,0.3,!0.30.3m截面MP,EX,1,2.0611MP,NUXY,1,0.3MP,DAMP,1,0.02!阻尼比0.02MP,dns,1,7.853!!定义节点单元和位移约束do,i,1,11n,i,(i1)0.5,0,0!5m长,分10段nddodo,i,1,10,i,i+1nddod,1,ALL,0!!定义和读入时程曲线NT=1000!时程曲线有NT个点DT=0.01!时间间隔dim,ac,,NT!读入数据,这个数据文件可以用xcl等软件来写input,tianjin,txt!天津波东西向共10秒!SOLUNSUBST,1,,,1!1个子步OUTRES,ALL,1!输出每个子步的结果ANTYPE,TRANS!时程分析do,i,1,NTACEL,0,ac,050TIME,iDTsolnddo!POST26NSOL,2,11,U,Y,PLVAR,2,3,,,下面是文件tianjin.txt,这个文件可以用xcl等软件制作或编写很短的程序就能写出来先贴前500个点ac(1)=0.06334598ac(2)=0.04417088ac(3)=0.02188456ac(4)=0.00622243ac(5)=0.01599961ac(6)=0.03431334ac(7)=0.05332774ac(8)=0.07603510ac(9)=0.09322070ac(10)=0.11568701ac(11)=0.13706695ac(12)=0.15446468ac(13)=0.17966937ac(14)=0.16881546ac(15)=0.10252541ac(16)=0.03081323ac(17)=0.02835768ac(18)=0.04577148ac(19)=0.00371867ac(20)=0.05160179ac(21)=0.08542017ac(22)=0.14456214ac(23)=0.15453540ac(24)=0.07974091ac(25)=0.00708701ac(26)=0.08872422ac(27)=0.15415934ac(28)=0.16546641ac(29)=0.15415934ac(30)=0.15538390ac(31)=0.15533569ac(32)=0.15030567ac(33)=0.14931896ac(34)=0.1498428451ac(35)=0.14375542ac(36)=0.14322831ac(37)=0.14130631ac(38)=0.07721145ac(39)=0.02666387ac(40)=0.06092257ac(41)=0.03247169ac(42)=0.01391368ac(43)=0.00049497ac(44)=0.02224453ac(45)=0.04070290ac(46)=0.05431446ac(47)=0.05096541ac(48)=0.03585931ac(49)=0.02533004ac(50)=0.01427366ac(51)=0.00180630ac(52)=0.00995074ac(53)=0.02199384ac(54)=0.03315949ac(55)=0.04807596ac(56)=0.05553902ac(57)=0.03931121ac(58)=0.00056568ac(59)=0.05451052ac(60)=0.07338993ac(61)=0.02214490ac(62)=0.05202605ac(63)=0.11738081ac(64)=0.17217417ac(65)=0.18113498ac(66)=0.15603314ac(67)=0.14236373ac(68)=0.12819293ac(69)=0.10743007ac(70)=0.09416241ac(71)=0.07652363ac(72)=0.05719426ac(73)=0.04319058ac(74)=0.02332124ac(75)=0.00492073ac(76)=0.00940756ac(77)=0.04927159ac(78)=0.1357491852ac(79)=0.23619831ac(80)=0.28188944ac(81)=0.26245400ac(82)=0.23472306ac(83)=0.21773353ac(84)=0.19507116ac(85)=0.17273341ac(86)=0.15239482ac(87)=0.12869753ac(88)=0.10692225ac(89)=0.08414096ac(90)=0.06152039ac(91)=0.05068257ac(92)=0.04799239ac(93)=0.04467870ac(94)=0.04122037ac(95)=0.03772668ac(96)=0.03407871ac(97)=0.03062681ac(98)=0.02680529ac(99)=0.02322804ac(100)=0.01947723ac(101)=0.01553678ac(102)=0.01203667ac(103)=0.

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