ABAQUS钢框架结构抗震仿真分析资料报告

1、一、引言时程分析法是对结构动力方程直接进展逐步积分求解的一种动力分析方法。时程分析法将地震波按时段进展数值化后，输入结构体系的振动微分方程，采用直接积分法计算出结构在整个强震时域中的振动状态全过程，给出各个时刻各个杆件的力和变形。现已成为多数国家抗震设计规或规程的分析方法之一。二、有限元软件ABAQUS介ABAQUS是美国ABAQU会司原名HKS公司.即Hibbitt,Karlsson&Sorensen,INC.2005年被法国达索公司收购，2007年公司更名为SIMULIA。ABAQUE成为国际上最先进的大型通用有限元力学分析软件之一。ABAQUS一套功能强大的进展工程模拟的有限元软

2、件。其解决问题的围从相对简单的线性分析到许多复杂的非线性问题。ABAQUS有CAE工业领域最为广泛的材料模型，它可以模拟绝大局部工程材料的线形和非线形行为，可以进展结构的静态和动态分析，如应力、变形、振动、热传导以与对流等。也可以模拟广泛的材料性能，如金届、橡胶、塑料、弹性泡沫等，而且任何一种材料都可以和任何一种单元或复合材料的层一起用丁任何适宜的分析类型。三、模型建立与求解1、PartCreatePart:NameBan,3D,Deformable,Shell,Planar,输入坐标创建一个18X9m的壳部件，作为混凝土楼板部件；CreatePart:NameZhu,3D,Deformabl

3、e,Wire,Planar,输入坐标创建一个长3m线部件，作为柱部件；CreatePart:NameLiang,3D,Deformable,Wire,Planar,输入坐标创建一个长6X3m宽4.5X2m的线网部件，作为梁网部件；2、SectionCreateMaterial:Namesteel,General,Density7800;Mechanical,Elasticity,Young'sModulus2.1e11,Poisson'Ratio0.3;CreateMaterial:Nameconcrete,General,Density2500;Mechanical,Elas

4、ticity,Young'sModulus3e10,Poisson'Ratio0.3。CreateProfile:分别创建梁剖面LiangProfile和柱剖面ZhuProfile为0.3X0.3m,厚0.1m和0.6X0.6m,厚0.1m。CreateSection:板截面：NameBanSection,Shell,HomogeneousShellThicknessValue:0.1,Material:concrete；梁截面：NameLiangSection,ProfilenameLiangProfile,Materialnamesteel；柱截面：NameZhuSecti

5、on,Profilename:ZhuProfile,Materialname:steel。AssignSection:分别把创建好的板、梁和柱截面指派到板、梁、柱部件上，梁和柱截面指派时同时指派部件方向。3、AssemblyCreateInstance:选择板、梁、柱部件，用Dependent方式生成实体；将柱子旋转，使其与板和梁平面垂直；阵列柱子4X3=12根，将12根柱子分别移到梁网交点处，完成一层框架的构造；将构造好的一层框架阵列成3X2=6个框架层阵列时，注意各个框架层间的距离应该稍大，这样利丁平移框架，平移各层框架层，完成6层框架模型的构造。4、StepCreateStep:Step

6、-1,General,StaticGeneral,重力分析，结果作为时程分析数据;Step-2,General,DynamicImplicit,Timeperiod:10。5、InteractionCreateconstraint:Tie,选择板、梁、柱接触点、面，绑定。6、LoadCreateBoundaryCondition:NameBC-1,Step:Step-2,Mechanical,Displacement/Rotation，选择柱低端，约束住柱低端除X方向外的5个自由度;CreateBoundaryCondition:NameBC-2,Step:Step-2,Mechanical,

7、Acceleration/Angularacceleration,选择柱低端，确定；勾选A1:1加速度单位m/s2，在Amplitude中仓U建一个Name:ac,Type:Tabular,Timespan:Toaltime,复制EICentro数据到AmplitudeData,OKAmplitude右框下拉选择刚刚建好的ac加速度，OK7、MeshSeedPartInstance;AssignMeshControls:Quard,Free,Advancingfront;AssignElementType：Standard,Linear,ReducedIntegration，壳单元S4RMes

8、hPart;最后VerifyMesh检查网格是否错误。8、JobCreateJob;WriteInput输出inp文件，Submit;打开Monitor观察是否有错误、警报；点击Result进入可视化窗口Visualization。9、VisualizationResult,Step/Frame分析步/帧，查看各时程变形情况；Tools,XYData,Create,ODBfieldoutput,plot顶层楼板位移时程曲线，各层楼板加速度时程曲线，各层楼板位移曲线。10、数据后处理在Visualization,XYDataManager中点击Edit,输出各层楼板位移数据到Excel中，利用E

9、xcel:相邻两层的位移作差后得到层间相对位移，画出以Time为横轴、层间相对位移为纵轴画出各层层问位移时程曲线；然后层间相对位移除以层高得到层问位移角，画出以Time为横轴、层问位移角为纵轴画出各层层问位移角时程曲线。四、结果展示钢框架力云图1钢框架力云图2钢框架力云图3IfrmruhMdHiurf5L-iis4d!suaaJihCT3i.iidii-Ll<小睥！5顶层楼板位移时程曲线Tkne底端加速度时程曲线K三£FE£TVFg一层楼板加速度时程曲线二层楼板加速度时程曲线tlHj?三层楼板加速度时程曲线四层楼板加速度时程曲线a-:I*M«W中岷五层楼板加

10、速度时程曲线顶层楼板加速度时程曲线S与一层楼板层间位搭s.e层楼板层间位移iiiniiiiikiiniiimi履WEfe6fIrfe;赏jirar上“帽？-T-:rlBOEZImgr-JteLJimaLSEHA成新CD舀nc-r-i斟虽W巴+T富萱.scr层与二层楼板层间位移二层与三层楼枚层向位移Q0&5T.I1】J:二层与三层楼板层间位移三层与四层楼板层间位移01赚!I0言卯-OLOCC-0.01Tini!四层与五层楼板层间位移五且与六是虹位gQ-g.0P50.015*UBdu*T辞£13d1器项Q3家暨EH=l-一LETBnl-i.skttl.£t*五层与顶层楼

11、板层间位移域墙与一屋楼板是闻也移询0.几雌0.网垣0.001-0.脚屿0-0.DU皓V-0.M15-fl.on?s亏=M-r.=至争.uTin底端与一层楼板层间位移角层与二层楼枚层间位建角Un.'I：；6黑*号：廿CI广碧上二也自1-il网层与二层楼板层间位移角-层与三局楼板层何位移OLdaaaz8辫E*ss.卜T$4>ey»鹭90#零wgEv斥尊msccmwnJu«fr-lwd售EK挡§»HtEESd.*ETEis-"辱项Tlluss."SUZDm发Eo§s.=*Ms0箱手<=ad二层与-层楼板层间位移

12、角Tlw-层与四层楼板层间位移角四层与五层楼板层间位善角OL(HE<LM4机网?OlMl0-awl-0l«3<M5四层与五层楼板层间位移角五房与六炫楼板城何位8角0C2r菖三二膈宙q-_曾寿_菌二五层与六层楼板层间位移角五、总结与分析通过分析数据：该钢框架模型顶层楼板最大位移发生在9.904615s时，值为0.521279;根据钢结构设计规：多层框架结构柱顶位移H/500,对丁该模型为18m/500=0.036m,顶层楼板最大位移超出规要求。该钢框架模型最大加速度：底端发生在2.13928s,值为3.40922,一层楼板发生在4.53904s，值为7.02656,二层楼板

13、发生在2.64224s，值为7.58957,三层楼板发生在3.22835s,值为8.61059,四层楼板发生在4.78149s,值为11.1651,五层楼板发生在4.78149s，值为12.4091，顶层楼板发生在4.53904,值为13.9828o该钢框架模型层问位移：底端与一层楼板最大值为0.006104,一层与二层楼板最大值为0.025158,二层与三层楼板最大值为0.016052,三层与四层楼板最大值为0.021461，四层与五层楼板最大值为0.012741,五层与六层楼板最大值为0.016035;根据钢结构设计规：多层框架结构层问位移限值h/400,对丁该模型为3m/400=0.0.

14、0075m,最大层问位移超出规要求。该钢框架模型层问位移角：底端与一层楼板最大值为0.002035,一层与二层楼板最大值为0.008386,二层与三层楼板最大值为0.005356,三层与四层楼板最大值为0.007154,四层与五层楼板最大值为0.004247,五层与六层楼板最大值为0.005345;根据建筑抗震设计规GB50011-201寐5.5.1条规定：“地震作用下，多、高层钢结构弹性层问位移角限值为1/250”,最大层问位移角超出规要求。 2;对丁输入的地震加速度时程曲线没有满足抗震规，要满足地震动三要素：频谱特性、有效峰值和持续时间要符合规定的要求。 对丁此钢框架结构，其抗侧刚度不足，

15、应通过增加柱截面、梁高和梁宽等措施提高结构抗侧刚度。 以上分析可能不够准确，望读者批评指出。参考文献王勖成，有限单元法.:活华大学，2003马晓峰，ABAQUS6.1有限元分析从入门到精通.：活华，2013金凤等，ABAQUW限元分析常见问题与解答.：机械工业，2010徐珂.ABAQU础筑结构分析应用.:中国建筑，2013命令流*Heading*Jobname:gkjdzfzfxModelname:Model-1*Preprint,echo=NO,model=NO,history=NO,contact=NO*PARTS*Part,name=Ban*Node1,9.,4.5,02,7.19999

16、981,4.5,03,5.4000001,4.5,04,3.5999999,4.5,05,1.79999995,4.5,06,0.,4.5,07,-1.79999995,4.5,0.8,-3.5999999,4.5,0.9,-5.4000001,4.5,0.10,-7.19999981,4.5,0.11,-9.,4.5,0.12,9.,2.70000005,013,7.19999981,2.70000005,014,5.4000001,2.70000005,015,3.5999999,2.70000005,016,1.79999995,2.70000005,017,0.,2.70000005,

17、018,-1.79999995,2.70000005,0.19,-3.5999999,2.70000005,0.20,-5.4000001,2.70000005,0.21,-7.19999981,2.70000005,0.22,-9.,2.70000005,0.23,9.,0.899999976,024,7.19999981,0.899999976,025,5.4000001,0.899999976,026,3.5999999,0.899999976,027,1.79999995,0.899999976,028,0.,0.899999976,029,-1.79999995,0.89999997

18、6,0.30,-3.5999999,0.899999976,0.31,-5.4000001,0.899999976,0.32,-7.19999981,0.899999976,0.33,-9.,0.899999976,0.34,9.,-0.899999976,0.35,7.19999981,-0.899999976,0.36,5.4000001,-0.899999976,0.37,3.5999999,-0.899999976,0.38,1.79999995,-0.899999976,0.39,0.,-0.899999976,0.40,-1.79999995,-0.899999976,0.41,-

19、3.5999999,-0.899999976,0.42,-5.4000001,-0.899999976,0.43,-7.19999981,-0.899999976,0.44,-9.,-0.899999976,0.45,9.,-2.70000005,0.46,7.19999981,-2.70000005,0.47,5.4000001,-2.70000005,0.48,3.5999999,-2.70000005,0.49,1.79999995,-2.70000005,0.50,0.,-2.70000005,0.51,-1.79999995,-2.70000005,0.52,-3.5999999,-

20、2.70000005,0.53,-5.4000001,-2.70000005,0.54,-7.19999981,-2.70000005,0.55,-9.,-2.70000005,0.56,9.,-4.5,0.57,7.19999981,-4.5,0.58,5.4000001,-4.5,0.59,3.5999999,-4.5,0.60,1.79999995,-4.5,0.61,0.,-4.5,0.62,-1.79999995,-4.5,0.63,-3.5999999,-4.5,0.64,-5.4000001,-4.5,0.65,-7.19999981,-4.5,0.66,-9.,-4.5,0.*

21、Element,type=S4R1, 1,2,13,122, 2,3,14,133, 3,4,15,144, 4,5,16,155, 5,6,17,166, 6,7,18,177, 7,8,19,188, 8,9,20,199, 9,10,21,2010,11,22,2112,13,24,2313,14,25,2414,15,26,2515,16,27,2610, 16,17,28,2711, 17,18,29,2812, 18,19,30,2913, 19,20,31,3014, 20,21,32,3115, 21,22,33,3221,23,24,35,3422, 24,25,36,352

22、3, 25,26,37,3624, 26,27,38,3725, 27,28,39,3826, 28,29,40,3927, 29,30,41,4028, 30,31,42,4129, 31,32,43,4230, 32,33,44,4331,34,35,46,4532, 35,36,47,4633, 36,37,48,4734, 37,38,49,4835, 38,39,50,4936, 39,40,51,5037, 40,41,52,5138, 41,42,53,5239, 42,43,54,5340, 43,44,55,5441,45,46,57,5642, 46,47,58,5743,

23、 47,48,59,5844, 48,49,60,5945, 49,50,61,6046, 50,51,62,6147, 51,52,63,6248, 52,53,64,6349, 53,54,65,6450, 54,55,66,65*Nset,nset=Set-1,generate1, 66,1*Elset,elset=Set-1,generate1,50,1*Nset,nset=Set-4,generate1,66,1*Elset,elset=Set-4,generate1,50,1*Nset,nset=Set-5,generate1,66,1*Elset,elset=Set-5,gene

24、rate1,50,1*Section:BanSection*ShellSection,elset=Set-5,material=concrete0.1,5*EndPart*Part,name=Liang*Node1,-3.,4.5,0.2,3.,4.5,03,9.,4.5,04,9.,0.,05,9.,-4.5,0.6,3.,-4.5,0.7,-3.,-4.5,0.8,-9.,-4.5,0.9,-9.,0.,0.10,-3.,0.,0.11,3.,0.,0.12,-9.,4.5,0.13,-2.4000001,4.5,0.14,-1.79999995,4.5,0.15,-1.20000005,

25、4.5,0.16,-(0.600000024,4.5,0.17,0.,4.5,018,0.600000024,4.5,019,1.20000005,4.5,020,1.79999995,4.5,021,2.4000001,4.5,022,3.5999999,4.5,023,4.19999981,4.5,024,4.80000019,4.5,025,5.4000001,4.5,026,6.,4.5,027,6.5999999,4.5,028,7.19999981,4.5,029,7.80000019,4.5,030,8.39999962,4.5,031,9.,3.9375,032,9.,3.37

26、5,033,9.,2.8125,034,9.,2.25,035,9.,1.6875,036,9.,1.125,037,9.,0.5625,038,9.,-0.5625,0.39,9.,-1.125,0.40,9.,-1.6875,0.41,9.,-2.25,0.42,9.,-2.8125,0.43,9.,-3.375,0.44,9.,-3.9375,0.45,8.39999962,-4.5,0.46,7.80000019,-4.5,0.47,7.19999981,-4.5,0.48,6.5999999,-4.5,0.49,6.,-4.5,0.50,5.4000001,-4.5,0.51,4.8

27、0000019,-4.5,0.52,4.19999981,-4.5,0.53,3.5999999,-4.5,0.54,2.4000001,-4.5,0.55,1.79999995,-4.5,0.56,1.20000005,-4.5,0.57,0.600000024,-4.5,0.58,0.,-4.5,0.59,-0.600000024,-4.5,0.60,-1.20000005,-4.5,0.61,-1.79999995,-4.5,0.62,-2.4000001,-4.5,0.63,-3.5999999,-4.5,0.64,-4.19999981,-4.5,0.65,-4.80000019,-

28、4.5,0.66,-5.4000001,-4.5,0.67,-6.,-4.5,0.68,-6.5999999,-4.5,0.69,-7.19999981,-4.5,0.70,-7.80000019,-4.5,0.71,-8.39999962,-4.5,0.72,-9.,-0.5625,0.73,-9.,-1.125,0.74,-9.,-1.6875,0.75,-9.,-2.25,0.76,-9.,-2.8125,0.77,-9.,-3.375,0.78,-9.,-3.9375,0.79,-3.5999999,0.,0.80,-4.19999981,0.,0.81,-4.80000019,0.,

29、0.82,-5.4000001,0.,0.83,-6.,0.,0.84,-6.5999999,0.,0.85,-7.19999981,0.,0.86,-7.80000019,0.,0.87,-8.39999962,0.,0.88,-3.,-3.9375,0.89,-3.,-3.375,0.90,-3.,-2.8125,0.91,-3.,-2.25,0.92,-3.,-1.6875,0.93,-3.,-1.125,0.94,-3.,-0.5625,0.95,-3.,0.5625,0.96,-3.,1.125,0.97,-3.,1.6875,0.98,-3.,2.25,0.99,-3.,2.812

30、5,0.100,-3.,3.375,0.101,-3.,3.9375,0.102,2.4000001,0.,0103,1.79999995,0.,0104,1.20000005,0.,0105,0.600000024,0.,0106,0.,0.,0107,-0.600000024,0.,0.108,-1.20000005,0.,0.109,-1.79999995,0.,0.110,-2.4000001,0.,0.111,3.,-3.9375,0.112,3.,-3.375,0.113,3.,-2.8125,0.114,3.,-2.25,0.115,3.,-1.6875,0.116,3.,-1.

31、125,0.117,3.,-0.5625,0.118,3.,0.5625,0.119,3.,1.125,0.120,3.,1.6875,0121,3.,2.25,0122,3.,2.8125,0123,3.,3.375,0124,3.,3.9375,0125,8.39999962,0.,0126,7.80000019,0.,0127,7.19999981,0.,0128,6.5999999,0.,0129,6.,0.,0130,5.4000001,0.,0131,4.80000019,0.,0132,4.19999981,0.,0133,3.5999999,0.,0134,-9.,3.9375

32、,0.135,-9.,3.375,0.136,-9.,2.8125,0.137,-9.,2.25,0.138,-9.,1.6875,0.139,-9.,1.125,0.140,-9.,0.5625,0.141,-8.39999962,4.5,0.142,-7.80000019,4.5,0.143,-7.19999981,4.5,0.144,-6.5999999,4.5,0.145,-6.,4.5,0.146,-5.4000001,4.5,0.147,-4.80000019,4.5,0.148,-4.19999981,4.5,0.149,-3.5999999,4.5,0.*Element,typ

33、e=B311, 1,132, 13,143, 14,154, 15,165, 16,176, 17,187, 18,198, 19,209, 20,2121,22,2222,2323,2424,2525,2610, 26,2711, 27,2812, 28,2913, 29,3014, 30,315, 3,3116, 31,3217, 32,3318, 33,3419, 34,3520, 35,3621, 36,3722, 37,423, 4,3824, 38,3931,39,4032, 40,4133, 41,4234, 42,4335, 43,4436, 44,537, 5,4538, 4

34、5,4639, 46,4740, 47,4841,48,4942, 49,5043, 50,5144, 51,5245, 52,5346, 53,647, 6,5448, 54,5549, 55,5650, 56,5751,57,5852, 58,5953, 59,6054, 60,6155, 61,6256, 62,757, 7,6358, 63,6492, 64,6565,6661,66,6767,6868,6969,7070,7171,89,7272,7373,7474,7575,7676,7777,7878,810,7979,8080,8181,8282,8383,8481,84,85

35、85,8686,8787,97,8888,8989,9090,9191,9292,9391,93,9494,1093, 10,9594, 95,9695, 96,9796, 97,9897, 98,9998, 99,100100,101101,111,102102,103103,104104,105105,106106,107107,108108,109109,110110,106,111111,112112,113113,114114,115115,116116,117117,1111,118118,119119,120120,121121,122122,123123,124124,24,1

36、25125,126126,127127,128128,129129,130130,131131,132132,133133,1112,134134,135135,136136,137137,138138,139139,140140,912,141141,142142,143143,144144,145145,146146,147147,148148,149149,1*Nset,nset=Set-1,generate1,149,1*Elset,elset=Set-1,generate1,154,1*Nset,nset=Set-3,generate1,149,1*Elset,elset=Set-3

37、,generate1,154,1*Nset,nset=Set-4,generate1,149,1*Elset,elset=Set-4,generate1,154,1*Section:LiangSectionProfile:LiangProfile*BeamSection,elset=Set-4,material=steel,temperature=GRADIENTS,section=BOX0.,0.,-1.*EndPart*Part,name=Zhu*Node1,9.,-4.5,02,9.,-4.19999981,03,9.,-3.9000001,04,9.,-3.5999999,05,9.,

38、-3.29999995,06,9.,-3.,07,9.,-2.70000005,08,9.,-2.4000001,09,9.,-2.0999999,010,9.,-1.79999995,011,9.,-1.5,0.*Element,type=B311,1,22,2,33,3,44,4,55,5,66, 6,77, 7,88, 8,99,1010,11*Nset,nset=Set-1,generate1,11,1*Elset,elset=Set-1,generate1,10,1*Nset,nset=Set-3,generate1,11,1*Elset,elset=Set-3,generate1,

39、10,1*Nset,nset=Set-4,generate1,11,1*Elset,elset=Set-4,generate1,10,1*Section:ZhuSectionProfile:ZhuProfile*BeamSection,elset=Set-4,material=steel,temperature=GRADIENTS,section=BOX0.,0.,-1.*EndPart*ASSEMBLY*Assembly,name=Assembly*Instance,name=Part-1-1,part=Ban*EndInstance*Instance,name=Part-2-1,part=

40、Zhu-17.,-4.5,1.5,90.-17.,0.,1.5,90-18.,-4.5,1.5,*EndInstance*Instance,name=Part-3-1,part=Liang*EndInstance*Instance,name=Part-2-1-lin-1-2,part=Zhu-18.,0.,1.5,*EndInstance*Instance,name=Part-2-1-lin-1-3,part=Zhu-18.,4.5,1.5,-17.,*EndInstance*Instance,name=Part-2-1-lin-2-1,part=Zhu4.5,1.5,90.-12.,-4.5

41、,1.5,*EndInstance*Instance,name=Part-2-1-lin-2-2,part=Zhu-12.,0.,1.5,*EndInstance*Instance,name=Part-2-1-lin-2-3,part=Zhu-12.,4.5,1.5,*EndInstance*Instance,name=Part-2-1-lin-3-1,part=Zhu-6.,-4.5,1.5,*EndInstance*Instance,name=Part-2-1-lin-3-2,part=Zhu-6.,0.,1.5,*EndInstance*Instance,name=Part-2-1-li

42、n-3-3,part=Zhu-6.,4.5,1.5,*EndInstance*Instance,name=Part-2-1-lin-4-1,part=Zhu0.,-4.5,1.5,*EndInstance*Instance,name=Part-2-1-lin-4-2,part=Zhu0.,0.,1.5,*EndInstance-11.,-4.5,-11.,0.,-11.,4.5,-5.,-4.5,-5.,0.,-5.,4.5,1.,-4.5,1.,0.,1.5,90.1.5,90.1.5,1.5,1.5,1.5,1.5,1.5,90.90.90.90.90.90.*Instance,name=

43、Part-2-1-lin-4-3,part=Zhu0.,4.5,1.5,1.,*EndInstance*Instance,name=Part-1-1-lin-1-2,part=Ban0.,0.,9.*EndInstance*Instance,name=Part-1-1-lin-2-1,part=Ban0.,0.,3.*EndInstance*Instance,name=Part-1-1-lin-2-2,part=Ban0.,0.,12.*EndInstance*Instance,name=Part-1-1-lin-3-1,part=Ban0.,0.,6.*EndInstance*Instanc

44、e,name=Part-1-1-lin-3-2,part=Ban0.,0.,15.*EndInstance*Instance,name=Part-2-1-lin-1-2-1,part=Zhu-18.,-4.5,10.5,-17.,*EndInstance*Instance,name=Part-2-1-lin-2-1-1,part=Zhu-18.,-4.5,4.5,-17.,*EndInstance*Instance,name=Part-2-1-lin-2-2-1,part=Zhu-18.,-4.5,13.5,-17.,*EndInstance*Instance,name=Part-2-1-li

45、n-3-1-1,part=Zhu-18.,-4.5,7.5,-17.,4.5,1.5,90.-4.5,-4.5,-4.5,-4.5,10.5,4.5,13.5,7.5,90.90.90.90.*EndInstance*Instance,name=Part-2-1-lin-3-2-1,part=Zhu-18.,-4.5,16.5,*EndInstance*Instance,name=Part-2-1-lin-1-2-lin-1-2,part=Zhu-17.,-4.5,16.5,90.-18.,0.,10.5,*EndInstance*Instance,name=Part-2-1-lin-1-2-

46、lin-2-1,part=Zhu-17.,0.,10.5,90.-18.,0.,4.5,*EndInstance*Instance,name=Part-2-1-lin-1-2-lin-2-2,part=Zhu-17.,0.,4.5,90.-18.,0.,13.5,*EndInstance*Instance,name=Part-2-1-lin-1-2-lin-3-1,part=Zhu-17.,0.,13.5,90-18.,0.,7.5,*EndInstance*Instance,name=Part-2-1-lin-1-2-lin-3-2,part=Zhu-17.,0.,7.5,90.-18.,0

47、.,16.5,*EndInstance*Instance,name=Part-2-1-lin-2-2-lin-1-2,part=Zhu-17.,0.,16.5,90.-12.,0.,10.5,*EndInstance*Instance,name=Part-2-1-lin-2-2-lin-2-1,part=Zhu-11.,0.,10.5,90.-12.,0.,4.5,-11.,0.,4.5,90.*EndInstance*Instance,name=Part-2-1-lin-2-2-lin-2-2,part=Zhu-12.,0.,13.5,*EndInstance*Instance,name=P

48、art-2-1-lin-2-2-lin-3-1,part=Zhu-12.,0.,7.5,*EndInstance*Instance,name=Part-2-1-lin-2-2-lin-3-2,part=Zhu-12.,0.,16.5,*EndInstance*Instance,name=Part-2-1-lin-3-2-lin-1-2,part=Zhu-6.,0.,10.5,*EndInstance*Instance,name=Part-2-1-lin-3-2-lin-2-1,part=Zhu-6.,0.,4.5,*EndInstance*Instance,name=Part-2-1-lin-

49、3-2-lin-2-2,part=Zhu-6.,0.,13.5,*EndInstance*Instance,name=Part-2-1-lin-3-2-lin-3-1,part=Zhu-6.,0.,7.5,*EndInstance*Instance,name=Part-2-1-lin-3-2-lin-3-2,part=Zhu-6.,0.,16.5,*EndInstance*Instance,name=Part-2-1-lin-4-2-lin-1-2,part=Zhu0.,0.,10.5,*EndInstance*Instance,name=Part-2-1-lin-4-2-lin-2-1,pa

50、rt=Zhu-11.,0.,13.5,90.-11.,0.,7.5,90.-11.,0.,16.5,90.-5.,0.,10.5,90.-5.,0.,4.5,90.-5.,0.,13.5,90.-5.,0.,7.5,90.-5.,0.,16.5,90.1.,0.,10.5,900.,0.,4.5,1.,*EndInstance*Instance,name=Part-2-1-lin-4-2-lin-2-2,part=Zhu0.,4.5,90.0.,0.,13.5,1.,*EndInstance*Instance,name=Part-2-1-lin-4-2-lin-3-1,part=Zhu0.,0

51、.,7.5,1.,*EndInstance*Instance,name=Part-2-1-lin-4-2-lin-3-2,part=Zhu0.,0.,16.5,1.,*EndInstance*Instance,name=Part-3-1-lin-1-2,part=Liang0.,0.,9.*EndInstance*Instance,name=Part-3-1-lin-2-1,part=Liang0.,0.,3.*EndInstance*Instance,name=Part-3-1-lin-2-2,part=Liang0.,0.,12.*EndInstance*Instance,name=Part-3-1-lin-3-1,part=Liang0.,0.,6.*EndInstance*Instan