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1、ANSYSANSYSANSYSANSYS 分析实例集分析实例集分析实例集分析实例集 ANSYS分析实例集 1 1ANSYSSOLID65 环向布置钢筋的例子.3 2.混凝土非线性计算实例（1）-MISO 单压. 4 3.混凝土非线性计算实例（2）- MISO 约束压.5 4.混凝土非线性计算实例（3）-KINH 滞回. 6 5.混凝土非线性计算实例（4）-KINH 压-拉裂.8 6.混凝土非线性计算实例（5）9 7.混凝土非线性计算实例（6）10 8.混凝土非线性计算实例（7）- MISO 滞回 11 9.混凝土非线性计算实例（8）12 10.混凝土非线性计算实例（9）-梁平面应力. 13 1
2、1.四层弹簧质点模型的地震分析.15 12.悬臂梁地震分析. 34 13.用 beam54 单元描述变截面梁的例子38 14.变截面梁实例.39 15.拱桥浇筑过程分析-单元生死应用实例.39 16.简支梁实体与预应力钢筋分析实例. 40 17.简单的二维焊接分析单元生死实例 41 18.隧道开挖（三维）的命令流45 19.岩土接触分析实例58 20.钢筋混凝土管的动力响应特性分析实例 63 21.隧道模拟开挖命令流（入门） 69 22.螺栓连接的模拟实现问题. 70 23.道路的基层、垫层模量与应力之间的关系.78 23.滞回分析93 24.模拟某楼层浇注. 94 25.在面上施加移动的面力
3、.96 26.实体桥墩的应力分析 96 27.在任意面施加任意方向任意变化的压力 97 28.预紧分析98 29.几何非线性+塑性+接触+蠕变. 99 30.埋设在地下的排水管道. 102 31.带缺口梁的屈曲分析.103 32.幕墙企业玻璃简化计算. 105 33.等截面杆单元生死应用实例 114 34.梁板建模联系. 115 36.简单的例子如何对结构的振动控制分析. 117 37.模态分析结果的输出实例118 38.火车过桥动态加载实例（部分）. 119 39.悬索结构的找形和计算的例题.132 40.陶瓷杆撞击铝板的例子. 135 41.求反作用力的 APDL 命令法 137 42.L
4、S-DYNA 实例（部分） 137 43.路面分层填筑对路基的影响 138 44.一个例子（含地震影响，求振兴与频率）. 140 45.接触面上的压力总和.142 46.施加位置函数荷载 144 47.非线性分析考虑刚度退化145 48.一个圆形水池的静力分析146 49.ANSYS 中混凝土模式预应力模拟的算例146 50.悬臂梁受重力作用发生大变形求其固有频率147 52.三角平台受谐波载荷作用的结构响应 150 53.三角平台受一地震谱激励的应力分布和支反力 151 54.三角平台受时程载荷作用的应力分布和变形过程.153 55.经典层合板理论154 56定易圆轨迹的例子. 159 57
5、模拟门式刚架施工单元生死160 58钢筋混凝土整体式模型例子. 161 59在荷载步之间改变材料属性例子 162 60含预应力的特征值屈曲计算. 163 61振型叠加计算及工况组合例子164 62柱子稳定分析算（预应力，特征值屈曲，初始缺陷）.165 63moduleMConcrete!混凝土模板167 64.混凝土开裂实例171 65螺栓网格划分 172 66自由液面的土石坝平面渗流分析 173 67导出刚度矩阵 175 69移动温度荷载计算. 180 70SHSD 用于壳-实体装配实例 182 71ansys 显示隐式回弹分析实例185 72工况组合的经典例子199 #. 200 2.2.
6、2.2.混凝土非线性计算实例（混凝土非线性计算实例（1 1 1 1）- - - -MISOMISOMISOMISO 单压单压 !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 TBPT,1250E-6,22.0
7、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 LOCK,0,50,0,50,0,50 MSHAPE,0,3D
8、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,STATICAUTOTS,OFF OUTRES,ALL,1 TIME,50 NSUBST,50 D,1,UY,-.25 NSEL,ALL SOLVE FINISH /POST26 NSOL,2,1,U,Y,UY RFORCE,3,
9、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 3.3.3.3.混凝土非线性计算实例（混凝土非线性计算实例（2 2 2 2）- - - - MISOMISOMISOMISO 约束压约束压 !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
10、,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 TBPT,3200E-6,14.7 TBPT,3800E-6,12.3 TBPT,4600E-6,9.9 !TB,MKIN,1
11、 !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 MSHAPE,0,3D 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 D,ALL,UX,0 D,ALL,UZ,0 NSEL,ALL FINISH /VIEW,1
12、,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 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
13、 XVAR,4 PLVAR,5 FINISH 4.4.4.4.混凝土非线性计算实例（混凝土非线性计算实例（3 3 3 3）- - - -KINHKINHKINHKINH 滞回滞回 !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,1300
14、E-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 FINISH /VIEW,1,1,
15、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,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,
16、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 5.5.5.5.混凝土非线性计算实例（混凝土非线性计算实例（4 4 4 4）- - - -KINHKINHKINHKINH 压压- - - -拉裂拉裂 !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 T
17、B,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-6,22.3 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,
18、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,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
19、,FY ADD,4,2,STRAIN,-1/50 ADD,5,3,STRESS,-1/2500 /AXLAB,X,STRAIN /AXLAB,Y,STRESS XVAR,4 PLVAR,5 FINISH 6.6.6.6.混凝土非线性计算实例（混凝土非线性计算实例（5 5 5 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 TBP
20、T,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,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
21、 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,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,STRAI
22、N,-1/50 ADD,5,3,STRESS,-1/2500 /AXLAB,X,STRAIN /AXLAB,Y,STRESS XVAR,4 PLVAR,5 FINISH 7.7.7.7.混凝土非线性计算实例（混凝土非线性计算实例（6 6 6 6） !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,KINH,1,1,15 TBPT,100E-6,3.0 TBPT,300E-
23、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 !TBDATA,600E-6,1100E-6,1600E-6,3000E-
24、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 /SOLU OUTRES,ALL,1 TIME,20 NSUBST,20,0
25、,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 FINISH 8.8.8.8.混凝土非线性计算实例（混凝土非线性计算实例（
26、7 7 7 7）- - - - MISOMISOMISOMISO 滞回滞回 !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 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-
27、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 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
28、,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 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
29、,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 9.9.9.9.混凝土非线性计算实例（混凝土非线性计算实例（8 8 8 8） !MISO 单压 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
30、 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 TBPT,5000E-6,9.0 !TB,MKIN,1 !TBTEMP,STRAIN !TBDATA,600E-6,1100E-6,1600E-6,3000E-6,4500E-6 !TBTEMP,0
31、!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 /VIEW,1,1,1,1 /REPLOT /SOLU OUTRES,ALL,1 TIME,50 NSUBST,100,0,100 D,1,UY,-.25 SOLVE FINISH /POST26 NSO
32、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 10.10.10.10.混凝土非线性计算实例（混凝土非线性计算实例（9 9 9 9）- - - -梁平面应力梁平面应力 !梁平面应力 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,
33、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 TBPT,3200E-6,14.7 TBPT,3800E-6,12.3 TBPT,4600E-6,9.9 ET,2,LINK8 R,2,
34、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,3,25 E,4,26 REAL,3 E,19,41 E,20,42 EGEN,42,22,1,14 E,47,63 E,48,64 EGE
35、N,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,ALL,UY,-0.21 TIME,21 NSUBST,100 LSWRITE,2 D,ALL,UY,-1 TIME,100 NSUBST,1
36、00 LSWRITE,3 NSEL,ALL AUTOTS,1 OUTRES,ALL,1 PRED,ON LSSOLVE,1,3 FINISH 11.11.11.11.四层弹簧质点模型的地震分析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 0.02 ET,1,BEAM188 KEYOPT,1,7,1 KEYOPT,1,8,1 ET,2,MASS21,4 MP,EX,1,210E9 MP,NUXY,1,0.3 MP,DENS,1,7800 MPD
37、ATA,DAMP,1,DAMPRATIO SECTYPE,3,BEAM,I SECDATA,0.2,0.2,0.5,0.01,0.01,0.008 R,1,1.6E2,1.6E2 R,2,1.2E2,1.2E2 K,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,6,0,0,10000 L,1,2 L,2,3 L,3,4 L,4,5 LSEL,1,4 LATT,1,0,1,6,3 ALLS LESIZE,ALL,3,1 LMESH,ALL NUMMRG,ALL NUMCMP,ALL TYPE,2 REAL,1 E,2 TYPE,2 REAL
38、,2 E,8 E,14 E,20 *SET,NT,1001 *SET,DT,0.02 *DIM,AC,NT *VREAD,AC(1),RECORD,TXT (F8.3) /SOLU D,1,ALL, ANTYPE,0 SOLVE FINISH /SOLU!模态分析 ANTYPE,2 MODOPT,SUBSP,8 MXPAND,8,1 SOLVE FINI !得到自振频率 1 *GET,FREQ1,MODE,1,FREQ /ESHAPE,1.0 /SOLU ANTYPE,SPECTR!谱分析 SPOPT,SPRS MDAMP,1,DAMPRATIO, SED,1 SVTYPE,2,1 FREQ,
39、0.167,0.25,0.333,0.44444,0.5,0.667,1,1.25,1.667 SV,0.154350625,0.191590625,0.210210625,0.224175625,0.250716714,0.329 514922,0.484352764,0.598723486,0.786897371 FREQ,2.222,10,100000 SV,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 TG0.45 SRSS,0.01,DISP SOLVE FINISH /POST1 /INP,MCOM
40、NSORT,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*3.1415926 BETAD,2*DAMPRATIO/(FREQ1*2*3.1415926) *DO,I,1,1001 ACEL,AC(I),0,0 TIME,I*0.02 OUTRES,ALL,ALL SOLVE *ENDDO FINISH /POST26 FILE NSOL,2,20,U,X, PLVAR,2, STORE
41、,MERGE XVAR,1 PLVAR,2, *GET,DMAX_TRANS,VARI,2,EXTREM,VMAX,!时程分析最大位移 finish /clear 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 -0.0066 0.003 0.0141
42、-0.0049 -0.0128 -0.0144 -0.0203 -0.026 -0.0325 -0.0306 -0.0172 -0.0197 -0.0163 -0.0164 -0.0067 0.0025 0.015 0.0236 0.0252 0.0336 0.0463 0.0492 0.0419 0.0359 0.0271 0.0235 0.0339 0.0412 0.053 0.0639 0.0732 0.0652 0.0599 0.04 0.04 0.0063 -0.0515 -0.0787 -0.0603 -0.0484 -0.025 -0.0059 0.0134 0.0308 0.0
43、499 0.071 0.0995 0.1219 0.1529 0.1449 0.1155 0.0935 0.0892 0.0926 0.0839 0.0901 0.0993 0.1209 0.0328 -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 -0.0017 0.036 0.0785 0.1164 0.1598 0.196 0.2412 0.2729 0.3036 0.32 0.3417 0.2821 0.2324
44、-0.1198 -0.2373 -0.164 -0.1865 -0.1095 -0.0753 -0.0173 0.0113 0.0533 0.0895 0.1186 0.1757 0.0576 -0.2631 -0.1547 -0.1729 -0.1012 -0.0579 0.0237 -0.067 -0.198 -0.1641 -0.1685 -0.1481 -0.1231 -0.1001 -0.0751 -0.0523 -0.0271 -0.0044 0.0188 -0.0095 -0.0433 -0.0838 -0.0951 -0.0716 -0.0599 -0.0334 -0.0108
45、 0.0185 0.042 0.0673 -0.0097 -0.0372 -0.004 0.0011 0.0344 0.0565 0.0883 0.113 0.1363 0.0219 0.0241 0.0683 0.0689 0.1318 0.1353 0.204 -0.0931 -0.1308 -0.0692 -0.0546 0.0072 0.0675 -0.1067 -0.1488 -0.1071 -0.1162 -0.0762 -0.0559 -0.0215 -0.0126 -0.0674 -0.0324 -0.0337 -0.0109 0.0017 0.0299 0.0488 0.06
46、08 0.0222 -0.0032 -0.0245 0.0077 0.0211 0.0568 0.0826 0.1206 0.1478 0.1737 0.0421 0.0029 0.0259 0.0293 -0.0055 -0.0147 0.0143 0.0206 0.0499 0.0645 0.0957 0.1128 0.1447 0.1629 0.1945 0.1856 0.1984 0.1769 0.125 -0.1207 -0.0542 -0.0384 -0.0311 -0.1118 -0.1661 -0.2464 -0.2025 -0.1835 -0.1317 -0.096 -0.0
47、325 0.0154 0.0816 0.1319 0.1818 -0.0058 -0.0169 0.0285 0.0447 0.0983 0.1424 0.1853 0.2456 0.1685 -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 -0.0546 0.0064 -0.0804 -0.1634 -0.0859 -0.0961 -0.0396 -
48、0.0147 0.0319 0.0648 0.0876 0.0472 0.0198 -0.0027 0.0292 0.0445 0.0785 0.1033 0.1352 0.1606 0.1861 0.1281 0.064 0.0204 0.0314 0.0373 0.0496 0.0235 -0.0084 -0.0168 -0.0113 -0.0229 -0.0248 -0.0157 -0.0069 0.0147 0.0379 0.0579 0.0255 -0.0041 -0.0428 -0.0133 0.0095 0.023 -0.0129 -0.005 0.008 0.021 0.038 0.051 0.0157 -0.0032 -0.0111 0.0005 0.0076 0.0035 -0.0095 -0.0036 -0.0016 0.0038 0.0085 -0.0056 -0.0304 -0.0421 -0.0244 -0.0236 -0.0177 -0.0129 -0.0018 0.0203 -0.0108 -0.0091 -0.0034 -0.0106 -0.0111 -0.0099 -0.0002 0.0073 0.0235 0.0355 0.0705 0.0779 0.0184 -0.0263 -0.01