地下工程課程設(shè)計(jì)明挖地鐵車站內(nèi)力結(jié)構(gòu)分析.

1、目 錄 TOC o 1-4 h z u HYPERLINK l _Toc304657462 課程設(shè)計(jì)任務(wù)書(shū) PAGEREF _Toc304657462 h - 1 - HYPERLINK l _Toc304657463 GUI方式 PAGEREF _Toc304657463 h - 3 - HYPERLINK l _Toc304657464 一、打開(kāi)ANSYS PAGEREF _Toc304657464 h - 3 - HYPERLINK l _Toc304657465 二、建立模型 PAGEREF _Toc304657465 h - 3 - HYPERLINK l _Toc304657466

2、 1、定義單元類型 PAGEREF _Toc304657466 h - 3 - HYPERLINK l _Toc304657467 2、定義單元實(shí)常數(shù) PAGEREF _Toc304657467 h - 3 - HYPERLINK l _Toc304657468 3、定義材料特性 PAGEREF _Toc304657468 h - 3 - HYPERLINK l _Toc304657469 4、定義截面 PAGEREF _Toc304657469 h - 3 - HYPERLINK l _Toc304657470 5、建立幾何模型 PAGEREF _Toc304657470 h - 3 - H

3、YPERLINK l _Toc304657471 6、劃分網(wǎng)格 PAGEREF _Toc304657471 h - 4 - HYPERLINK l _Toc304657472 7、建立彈簧單元 PAGEREF _Toc304657472 h - 4 - HYPERLINK l _Toc304657473 三、加載求解 PAGEREF _Toc304657473 h - 5 - HYPERLINK l _Toc304657474 1、施加位移約束 PAGEREF _Toc304657474 h - 5 - HYPERLINK l _Toc304657475 2、施加荷載 PAGEREF _Toc

4、304657475 h - 6 - HYPERLINK l _Toc304657476 （1）計(jì)算結(jié)構(gòu)所受荷載 PAGEREF _Toc304657476 h - 6 - HYPERLINK l _Toc304657477 （2）施加結(jié)構(gòu)所受荷載 PAGEREF _Toc304657477 h - 6 - HYPERLINK l _Toc304657478 （3）施加重力場(chǎng) PAGEREF _Toc304657478 h - 7 - HYPERLINK l _Toc304657479 3、求解 PAGEREF _Toc304657479 h - 8 - HYPERLINK l _Toc3046

5、57480 四、查看計(jì)算結(jié)果 PAGEREF _Toc304657480 h - 8 - HYPERLINK l _Toc304657481 1、添加單元表 PAGEREF _Toc304657481 h - 8 - HYPERLINK l _Toc304657482 2、查看變形圖 PAGEREF _Toc304657482 h - 8 - HYPERLINK l _Toc304657483 3、查看各內(nèi)力圖 PAGEREF _Toc304657483 h - 9 - HYPERLINK l _Toc304657484 4、查看內(nèi)力列表 PAGEREF _Toc304657484 h - 9

6、 - HYPERLINK l _Toc304657485 單元內(nèi)力表 PAGEREF _Toc304657485 h - 11 - HYPERLINK l _Toc304657486 APDL方式 PAGEREF _Toc304657486 h - 17 -課 程 設(shè) 計(jì) 任 務(wù) 書(shū)專 業(yè) 姓 名 學(xué) 號(hào) 開(kāi)題日期：年 月 日 完成日期：年 月 日題 目 明挖地鐵車站內(nèi)力結(jié)構(gòu)分析 一、設(shè)計(jì)的目的 熟悉ANSYS軟件，練習(xí)課堂所學(xué)知識(shí)，為今后的畢業(yè)設(shè)計(jì)打下良好的電算基礎(chǔ)。 練習(xí)使用梁?jiǎn)卧蛷椈蓡卧＿M(jìn)行結(jié)構(gòu)內(nèi)力分析 二、設(shè)計(jì)的內(nèi)容及要求 某地鐵島式車站采用明挖法施工，車站埋深為4.113 m，

7、地下水位距地面為8.023 m,站廳、站臺(tái)層柱子為d=0.8 m的圓形柱，縱向柱間距為8 m，縱向共16跨，長(zhǎng)160 m，中間島式站臺(tái)長(zhǎng)110m。襯砌材料采用C30鋼筋混凝土（E=30Gpa，=0.2，=25kN/mpa/m。車站的橫斷面如下圖： （單位：m） 各層土的物理參數(shù)見(jiàn)下表： 地層名稱重度（kN/m）內(nèi)摩擦角（）素填土粉質(zhì)粘土粉質(zhì)粘土中粗砂 試分析：縱向單位跨度地鐵車站的內(nèi)力。（采用基本荷載組合計(jì)算） 成 績(jī) 指導(dǎo)教師 (簽章) 年 月 日GUI方式：打開(kāi)ANSYS打開(kāi)ANSYS軟件。GUI方式：執(zhí)行“Utility MenuFileChange Title”菜單命令。在彈出窗口中輸

8、入“Mechanical anslysis on the subway station”作為ANSYS圖形顯示時(shí)的標(biāo)題。建立模型定義單元類型GUI方式：執(zhí)行“Main MenuPreprocessorElement TypeAdd/Edit/Delete”菜單命令。在彈出對(duì)話框中添加單元類型Beam3和combination14。定義單元實(shí)常數(shù)GUI方式：執(zhí)行“Main MenuPreprocessorReal ConstantsAdd/Edit/Delete”菜單命令。分別對(duì)Beam3和combination14添加實(shí)常數(shù)，數(shù)據(jù)如下表：No.AREAIZZHEIGHT10.8*3/1220.

9、6*3/12311/12140.9*3/1250.4*2*ACOS（-1）0.8*4* ACOS（-1）/646定義材料特性GUI方式：執(zhí)行“Main MenuPreprocessorMaterial PropsMatarial Models”菜單命令。輸入材料特性：EX=3E10，PRXY=0.2，DENS=2500。定義截面GUI方式：執(zhí)行“Main MenuPreprocessorSectionsBeamCommon Sections”菜單命令。新建5個(gè)截面，數(shù)據(jù)如下表所示：IDSub-TypeBH1矩形12矩形13矩形114矩形15圓形建立幾何模型GUI方式：執(zhí)行“Main MenuP

10、reprocessorModelingCreateKeypointsIn Active CS”菜單命令。鍵入點(diǎn)坐標(biāo)如下表所示：點(diǎn)號(hào)1234567891011X0000YGUI方式：執(zhí)行“Main MenuPreprocessorModelingCreateLinesLinesStraight Line”菜單命令。連接兩關(guān)鍵點(diǎn)生成線:線編號(hào)L1L2L3L4L5L6L7L8L9L10L11L12L13L14點(diǎn)號(hào)1153647432568910點(diǎn)號(hào)2586107113216791011劃分網(wǎng)格GUI方式：執(zhí)行“Main MenuPreprocessorMeshingMesh Tool”菜單命令。在E

11、lement Attributes的下拉菜單里面選中Lines，單擊【Set】,分別對(duì)各條線編輯屬性，如下表：選擇的線L1，L2L3，L4L5，L6L7，L8，L9，L12，L13，L14L10，L11MAT1REAL12345TYPE1 Beam3SECT12345單擊Mesh Tool對(duì)話框Size下面Line后面的【Set】,設(shè)計(jì)每條線劃分的單元數(shù)，如下表所示：選擇的線L1，L2，L3，L4，L5，L6L7，L11，L14L8，L13L9，L12L10NDIV18133710單擊Mesh Tool對(duì)話框中的【Mesh】按鈕，選擇全部線，單擊【OK】，完成網(wǎng)格劃分。建立彈簧單元GUI方式：

12、執(zhí)行“Main MenuPreprocessorModelingCopyNodesCopy”菜單命令。選中L5、L6上的所以Nodes，在“Copy Nodes”對(duì)話框中，ITIME后輸入2，DY后輸入-1，如下圖所示。 GUI方式：執(zhí)行“Utility MenuSelectEntities”菜單命令。在彈出的“Select Entities”對(duì)話框中選擇“Nodes”，“By Location”，“Y coordinates”,在Min，Max后輸入“”，點(diǎn)擊【OK】。GUI方式：執(zhí)行“Main MenuPreprocessorModelingCreateElementsElem Attri

13、butes”菜單命令。在彈出的“Element Attributes”對(duì)話框中,TYPE選“2 COMBIN14”，REAL選“6”，SECNUM選“No Section”，單擊【OK】。 GUI方式：執(zhí)行“Main MenuPreprocessorModelingCreateElementsAuto NumberedOffset Nodes”菜單命令。在彈出對(duì)話框中，DY后輸入“1”，單擊【OK】。加載求解施加位移約束GUI方式：執(zhí)行“Utility MenuSelectEntities”菜單命令。在彈出的“Select Entities”對(duì)話框中選擇“Nodes”，“By Location

14、”，“Y coordinates”,在Min，Max后輸入“-16.763”，點(diǎn)擊【OK】。GUI方式：執(zhí)行“Main MenuSolutionDefine LoadsApplyStructuralDisplcementOn Node”菜單命令。點(diǎn)擊【Pick All】，選擇全部節(jié)點(diǎn)，在彈出對(duì)話框中選擇“ALL DOF”，單擊【OK】。GUI方式：執(zhí)行“Utility MenuSelectEntities”菜單命令。在彈出的“Select Entities”對(duì)話框中選擇“Nodes”，“By Location”，“Y coordinates”,在Min，Max后輸入“-15.763”，點(diǎn)擊【O

15、K】。GUI方式：執(zhí)行“Utility MenuSelectEntities”菜單命令。在彈出的“Select Entities”對(duì)話框中選擇“Nodes”，“By Location”，“X coordinates”,在Min，Max后輸入“”，點(diǎn)擊【OK】。GUI方式：執(zhí)行“Main MenuSolutionDefine LoadsApplyStructuralDisplcementOn Node”菜單命令。點(diǎn)擊【Pick All】，選擇全部節(jié)點(diǎn)，在彈出對(duì)話框中選擇“UX”，單擊【OK】。施加荷載計(jì)算結(jié)構(gòu)所受荷載按基本荷載組合，計(jì)算如下表所示：頂板路面荷載20 kPa垂直土壓力19.2+（4

16、.113+0.8/2-1.5-2.8） = 84.9348 kPa84.9348 = 142.66198 kPa中板人群荷載4 kPa設(shè)備荷載8 kPa8 = 16.4 kPa底板垂直水壓力(4.113+0.8/2+4.9+6.35-8.023)10 = 77.4 kPa77.4 = 104.49 kPa邊墻土側(cè)壓力上=(8tan(45-13.75/2) = 70.6 kPa下=(82+26=(18=18.9 kN/mtan(45-21.9/2) = 183.67 kPa(先分別算出，再加權(quán)平均，算出結(jié)果為187.575 kPa)側(cè)向水壓力下104.49 kPa施加結(jié)構(gòu)所受荷載a水平荷載GUI

17、方式：執(zhí)行“Main MenuSolutionDefine LoadsApplyStructuralPressureOn Beams”菜單命令。選擇頂板的梁?jiǎn)卧?，在彈出?duì)話框中的VALI后輸入值“”，單擊【Apply】。選擇中板的梁?jiǎn)卧?，在彈出?duì)話框中的VALI后輸入值“16400”，單擊【Apply】。選擇頂板的梁?jiǎn)卧?，在彈出?duì)話框中的VALI后輸入值“-104490”，單擊【OK】。b側(cè)向荷載GUI方式：執(zhí)行“Utility MenuListPict Entities+”菜單命令。在彈出的“Model Query Picker”對(duì)話框中選擇：“Pick”，“Box”，“Length”，“E

18、lements”，分別選擇左邊墻和右邊墻的梁?jiǎn)卧?fù)制彈出列表中的內(nèi)容到Excel，整理并計(jì)算，可得下表：Element No.(L)Element No.(R)Length土側(cè)壓力(上)(Pa)水側(cè)壓力(下)(Pa)131155706001301561291579128158127159126160125161124162123163122164121165120166119167118168117169116170115171114172113173112174111175110176109177104490183670土側(cè)壓力：GUI方式：執(zhí)行“Main MenuSolutionDefi

19、ne LoadsApplyStructuralPressureOn Beams”菜單命令。從上向下每間隔1個(gè)單元選擇一個(gè)邊墻的單元，按上表所示的值，輸入邊墻單元所受的一對(duì)土壓力值。水側(cè)壓力：GUI方式：執(zhí)行“Main MenuSolutionDefine LoadsSettingsReplace vs AddSurface Loads”菜單命令。在彈出的對(duì)話框中，（PRES）下的Oper中選擇“Add to existing”,單擊【OK】。GUI方式：執(zhí)行“Main MenuSolutionDefine LoadsApplyStructuralPressureOn Beams”菜單命令。從水

20、位線處開(kāi)始，從上向下每間隔1個(gè)單元選擇一個(gè)邊墻的單元，按上表所示的值，輸入邊墻單元所受的一對(duì)水的壓力值。施加重力場(chǎng)GUI方式：執(zhí)行“Main MenuSolutionDefine LoadsApplyStructuralInertiaGravityGlobal”菜單命令。在彈出對(duì)話框中的ACELY后輸入值“10”，單擊【OK】。結(jié)基本構(gòu)圖求解GUI方式：執(zhí)行“Main MenuSolutionSolveCurrent LS”菜單命令。在彈出對(duì)話框中點(diǎn)擊【OK】，開(kāi)始計(jì)算。查看計(jì)算結(jié)果添加單元表GUI方式：執(zhí)行“Main MenuGeneral PostprocElement TableDefi

21、ne Table”菜單命令。新建6個(gè)單元表，分別是： Lab Item Lab Item軸力 I_N By sequence num SMISC,1 J_N By sequence num SMISC,7剪力 I_V By sequence num SMISC,2 J_V By sequence num SMISC,8彎矩 I_M By sequence num SMISC,6 J_M By sequence num SMISC,12查看變形圖GUI方式：執(zhí)行“Main MenuGeneral PostprocPlot ResultsDeformed Shape”菜單命令。在彈出對(duì)話框中選擇“

22、Def + undeformd”，單擊【OK】。變形圖查看各內(nèi)力圖GUI方式：執(zhí)行“Main MenuGeneral PostprocPlot ResultsContour PlotLine Elem Res”菜單命令。在彈出對(duì)話框中分別選擇不同的Lab，可以分別查看軸力圖、剪力圖、彎矩圖。 LabI LabJ Fact軸力圖 I_N J_N 1剪力圖 I_V J_V 1彎矩圖 I_M J_M -1查看內(nèi)力列表GUI方式：執(zhí)行“Main MenuGeneral PostprocList ResultsElem Table Data”菜單命令。在彈出對(duì)話框中選擇“I_N”、“J_N”、“I_V”

23、、“J_V”、“I_M”、“J_M”，單擊【OK】。軸力圖剪力圖彎矩圖單元內(nèi)力表PRINT ELEMENT TABLE ITEMS PER ELEMENT * POST1 ELEMENT TABLE LISTING * STAT CURRENT CURRENT CURRENT CURRENT CURRENT CURRENT ELEM I_N J_N I_V J_V I_M J_M 1 -0.32142E+06-0.32142E+06-0.69024E+06-0.60846E+06-0.82573E+06-0.49925E+06 2 -0.32142E+06-0.32142E+06-0.6084

24、6E+06-0.52667E+06-0.49925E+06-0.21389E+06 3 -0.32142E+06-0.32142E+06-0.52667E+06-0.44489E+06-0.21389E+06 30348. 4 -0.32142E+06-0.32142E+06-0.44489E+06-0.36311E+06 30348. 0.23347E+06 5 -0.32142E+06-0.32142E+06-0.36311E+06-0.28133E+06 0.23347E+06 0.39547E+06 6 -0.32142E+06-0.32142E+06-0.28133E+06-0.19

25、954E+06 0.39547E+06 0.51636E+06 7 -0.32142E+06-0.32142E+06-0.19954E+06-0.11776E+06 0.51636E+06 0.59613E+06 8 -0.32142E+06-0.32142E+06-0.11776E+06 -35977. 0.59613E+06 0.63477E+06 9 -0.32142E+06-0.32142E+06 -35977. 45805. 0.63477E+06 0.63230E+06 10 -0.32142E+06-0.32142E+06 45805. 0.12759E+06 0.63230E+

26、06 0.58871E+06 11 -0.32142E+06-0.32142E+06 0.12759E+06 0.20937E+06 0.58871E+06 0.50401E+06 12 -0.32142E+06-0.32142E+06 0.20937E+06 0.29115E+06 0.50401E+06 0.37818E+06 13 -0.32142E+06-0.32142E+06 0.29115E+06 0.37294E+06 0.37818E+06 0.21123E+06 14 -0.32142E+06-0.32142E+06 0.37294E+06 0.45472E+06 0.211

27、23E+06 3170.7 15 -0.32142E+06-0.32142E+06 0.45472E+06 0.53650E+06 3170.7 -0.24601E+06 16 -0.32142E+06-0.32142E+06 0.53650E+06 0.61829E+06-0.24601E+06-0.53631E+06 17 -0.32142E+06-0.32142E+06 0.61829E+06 0.70007E+06-0.53631E+06-0.86773E+06 18 -0.32142E+06-0.32142E+06 0.70007E+06 0.78185E+06-0.86773E+0

28、6-0.12403E+07 19 -0.32142E+06-0.32142E+06-0.78192E+06-0.70013E+06-0.12403E+07-0.86770E+06 20 -0.32142E+06-0.32142E+06-0.70013E+06-0.61835E+06-0.86770E+06-0.53625E+06 21 -0.32142E+06-0.32142E+06-0.61835E+06-0.53657E+06-0.53625E+06-0.24591E+06 22 -0.32142E+06-0.32142E+06-0.53657E+06-0.45478E+06-0.2459

29、1E+06 3300.2 23 -0.32142E+06-0.32142E+06-0.45478E+06-0.37300E+06 3300.2 0.21140E+06 24 -0.32142E+06-0.32142E+06-0.37300E+06-0.29122E+06 0.21140E+06 0.37837E+06 25 -0.32142E+06-0.32142E+06-0.29122E+06-0.20944E+06 0.37837E+06 0.50423E+06 26 -0.32142E+06-0.32142E+06-0.20944E+06-0.12765E+06 0.50423E+06

30、0.58897E+06 27 -0.32142E+06-0.32142E+06-0.12765E+06 -45870. 0.58897E+06 0.63259E+06 28 -0.32142E+06-0.32142E+06 -45870. 35913. 0.63259E+06 0.63510E+06 29 -0.32142E+06-0.32142E+06 35913. 0.11770E+06 0.63510E+06 0.59648E+06 30 -0.32142E+06-0.32142E+06 0.11770E+06 0.19948E+06 0.59648E+06 0.51675E+06 31

31、 -0.32142E+06-0.32142E+06 0.19948E+06 0.28126E+06 0.51675E+06 0.39589E+06 32 -0.32142E+06-0.32142E+06 0.28126E+06 0.36304E+06 0.39589E+06 0.23392E+06 33 -0.32142E+06-0.32142E+06 0.36304E+06 0.44483E+06 0.23392E+06 30833. 34 -0.32142E+06-0.32142E+06 0.44483E+06 0.52661E+06 30833. -0.21338E+06 35 -0.3

32、2142E+06-0.32142E+06 0.52661E+06 0.60839E+06-0.21338E+06-0.49870E+06 36 -0.32142E+06-0.32142E+06 0.60839E+06 0.69018E+06-0.49870E+06-0.82515E+06 37 -91902. -91902. -0.14238E+06-0.12660E+06-0.21647E+06-0.14885E+06 38 -91902. -91902. -0.12660E+06-0.11081E+06-0.14885E+06 -89173. 39 -91902. -91902. -0.1

33、1081E+06 -95022. -89173. -37430. 40 -91902. -91902. -95022. -79235. -37430. 6376.4 41 -91902. -91902. -79235. -63447. 6376.4 42245. 42 -91902. -91902. -63447. -47660. 42245. 70176. 43 -91902. -91902. -47660. -31873. 70176. 90170. 44 -91902. -91902. -31873. -16086. 90170. 0.10223E+06 45 -91902. -9190

34、2. -16086. -298.40 0.10223E+06 0.10634E+06 46 -91902. -91902. -298.40 15489. 0.10634E+06 0.10253E+06 47 -91902. -91902. 15489. 31276. 0.10253E+06 90770. 48 -91902. -91902. 31276. 47063. 90770. 71076. 49 -91902. -91902. 47063. 62850. 71076. 43445. 50 -91902. -91902. 62850. 78638. 43445. 7876.6 51 -91

35、902. -91902. 78638. 94425. 7876.6 -35629. 52 -91902. -91902. 94425. 0.11021E+06 -35629. -87073. 53 -91902. -91902. 0.11021E+06 0.12600E+06 -87073. -0.14645E+06 54 -91902. -91902. 0.12600E+06 0.14179E+06-0.14645E+06-0.21377E+06 55 -91902. -91902. -0.14180E+06-0.12601E+06-0.21377E+06-0.14645E+06 56 -9

36、1902. -91902. -0.12601E+06-0.11022E+06-0.14645E+06 -87061. 57 -91902. -91902. -0.11022E+06 -94437. -87061. -35611. 58 -91902. -91902. -94437. -78650. -35611. 7901.2 59 -91902. -91902. -78650. -62863. 7901.2 43476. 60 -91902. -91902. -62863. -47075. 43476. 71113. 61 -91902. -91902. -47075. -31288. 71

37、113. 90813. 62 -91902. -91902. -31288. -15501. 90813. 0.10258E+06 63 -91902. -91902. -15501. 286.20 0.10258E+06 0.10640E+06 64 -91902. -91902. 286.20 16073. 0.10640E+06 0.10229E+06 65 -91902. -91902. 16073. 31861. 0.10229E+06 90237. 66 -91902. -91902. 31861. 47648. 90237. 70250. 67 -91902. -91902. 4

38、7648. 63435. 70250. 42325. 68 -91902. -91902. 63435. 79222. 42325. 6462.3 69 -91902. -91902. 79222. 95010. 6462.3 -37338. 70 -91902. -91902. 95010. 0.11080E+06 -37338. -89075. 71 -91902. -91902. 0.11080E+06 0.12658E+06 -89075. -0.14875E+06 72 -91902. -91902. 0.12658E+06 0.14237E+06-0.14875E+06-0.216

39、36E+06 73 -0.54992E+06-0.54992E+06 0.91370E+06 0.87373E+06 0.90367E+06 0.45433E+06 74 -0.54992E+06-0.54992E+06 0.72220E+06 0.68224E+06 0.45433E+06 0.10127E+06 75 -0.54992E+06-0.54992E+06 0.55490E+06 0.51494E+06 0.10127E+06-0.16768E+06 76 -0.54992E+06-0.54992E+06 0.41268E+06 0.37272E+06-0.16768E+06-0

40、.36512E+06 77 -0.54992E+06-0.54992E+06 0.29432E+06 0.25435E+06-0.36512E+06-0.50305E+06 78 -0.54992E+06-0.54992E+06 0.19701E+06 0.15704E+06-0.50305E+06-0.59205E+06 79 -0.54992E+06-0.54992E+06 0.11687E+06 76904. -0.59205E+06-0.64076E+06 80 -0.54992E+06-0.54992E+06 49309. 9343.3 -0.64076E+06-0.65551E+0

41、6 81 -0.54992E+06-0.54992E+06 -10658. -50624. -0.65551E+06-0.64010E+06 82 -0.54992E+06-0.54992E+06 -68135. -0.10810E+06-0.64010E+06-0.59580E+06 83 -0.54992E+06-0.54992E+06-0.12811E+06-0.16807E+06-0.59580E+06-0.52134E+06 84 -0.54992E+06-0.54992E+06-0.19521E+06-0.23518E+06-0.52134E+06-0.41315E+06 85 -

42、0.54992E+06-0.54992E+06-0.27350E+06-0.31346E+06-0.41315E+06-0.26559E+06 86 -0.54992E+06-0.54992E+06-0.36616E+06-0.40612E+06-0.26559E+06 -71449. 87 -0.54992E+06-0.54992E+06-0.47523E+06-0.51519E+06 -71449. 0.17753E+06 88 -0.54992E+06-0.54992E+06-0.60120E+06-0.64117E+06 0.17753E+06 0.48985E+06 89 -0.54

43、992E+06-0.54992E+06-0.74263E+06-0.78259E+06 0.48985E+06 0.87327E+06 90 -0.54992E+06-0.54992E+06-0.89559E+06-0.93555E+06 0.87327E+06 0.13336E+07 91 -0.54992E+06-0.54992E+06 0.93556E+06 0.89559E+06 0.13336E+07 0.87327E+06 92 -0.54992E+06-0.54992E+06 0.78259E+06 0.74263E+06 0.87327E+06 0.48985E+06 93 -

44、0.54992E+06-0.54992E+06 0.64116E+06 0.60119E+06 0.48985E+06 0.17753E+06 94 -0.54992E+06-0.54992E+06 0.51517E+06 0.47520E+06 0.17753E+06 -71433. 95 -0.54992E+06-0.54992E+06 0.40608E+06 0.36611E+06 -71433. -0.26555E+06 96 -0.54992E+06-0.54992E+06 0.31339E+06 0.27343E+06-0.26555E+06-0.41307E+06 97 -0.5

45、4992E+06-0.54992E+06 0.23508E+06 0.19511E+06-0.41307E+06-0.52122E+06 98 -0.54992E+06-0.54992E+06 0.16794E+06 0.12798E+06-0.52122E+06-0.59561E+06 99 -0.54992E+06-0.54992E+06 0.10793E+06 67969. -0.59561E+06-0.63983E+06100 -0.54992E+06-0.54992E+06 50421. 10455. -0.63983E+06-0.65513E+06101 -0.54992E+06-

46、0.54992E+06 -9582.3 -49548. -0.65513E+06-0.64027E+06102 -0.54992E+06-0.54992E+06 -77175. -0.11714E+06-0.64027E+06-0.59142E+06103 -0.54992E+06-0.54992E+06-0.15734E+06-0.19730E+06-0.59142E+06-0.50227E+06104 -0.54992E+06-0.54992E+06-0.25466E+06-0.29462E+06-0.50227E+06-0.36418E+06105 -0.54992E+06-0.5499

47、2E+06-0.37302E+06-0.41298E+06-0.36418E+06-0.16659E+06106 -0.54992E+06-0.54992E+06-0.51520E+06-0.55517E+06-0.16659E+06 0.10249E+06107 -0.54992E+06-0.54992E+06-0.68244E+06-0.72240E+06 0.10249E+06 0.45565E+06108 -0.54992E+06-0.54992E+06-0.87382E+06-0.91378E+06 0.45565E+06 0.90503E+06109 -0.10857E+07-0.

48、10748E+07-0.54992E+06-0.41197E+06-0.90367E+06-0.66897E+06110 -0.10748E+07-0.10638E+07-0.41197E+06-0.41197E+06-0.66897E+06-0.46774E+06111 -0.10638E+07-0.10528E+07-0.41197E+06-0.28526E+06-0.46774E+06-0.29769E+06112 -0.10528E+07-0.10418E+07-0.28526E+06-0.28526E+06-0.29769E+06-0.15835E+06113 -0.10418E+0

49、7-0.10308E+07-0.28526E+06-0.16979E+06-0.15835E+06 -47436. 114 -0.10308E+07-0.10198E+07-0.16979E+06-0.16979E+06 -47436. 35502. 115 -0.10198E+07-0.10088E+07-0.16979E+06 -65562. 35502. 92754. 116 -0.10088E+07-0.99783E+06 -65562. -65562. 92754. 0.12478E+06117 -0.99783E+06-0.98684E+06 -65562. 27431. 0.12

50、478E+06 0.13386E+06118 -0.98684E+06-0.97584E+06 27431. 27431. 0.13386E+06 0.12046E+06119 -0.97584E+06-0.96485E+06 27431. 0.10919E+06 0.12046E+06 86870. 120 -0.96485E+06-0.95386E+06 0.10919E+06 0.10919E+06 86870. 33537. 121 -0.95386E+06-0.94287E+06 0.10919E+06 0.17970E+06 33537. -37247. 122 -0.80049E

51、+06-0.79007E+06 87800. 87800. 0.17923E+06 0.13855E+06123 -0.79007E+06-0.77964E+06 87800. 0.14444E+06 0.13855E+06 84548. 124 -0.77964E+06-0.76922E+06 0.14444E+06 0.14444E+06 84548. 17624. 125 -0.76922E+06-0.75793E+06 0.14444E+06 0.19627E+06 17624. -67902. 126 -0.75793E+06-0.74665E+06 0.19627E+06 0.19

52、627E+06 -67902. -0.16632E+06127 -0.74665E+06-0.73537E+06 0.19627E+06 0.24304E+06-0.16632E+06-0.27656E+06128 -0.73537E+06-0.72409E+06 0.24304E+06 0.24304E+06-0.27656E+06-0.39843E+06129 -0.72409E+06-0.71280E+06 0.24304E+06 0.28476E+06-0.39843E+06-0.53086E+06130 -0.71280E+06-0.70152E+06 0.28476E+06 0.2

53、8476E+06-0.53086E+06-0.67365E+06131 -0.70152E+06-0.69024E+06 0.28476E+06 0.32142E+06-0.67365E+06-0.82573E+06132 -0.15638E+07-0.15699E+07 0.0000 0.0000 0.0000 0.0000 133 -0.15699E+07-0.15761E+07 0.0000 0.0000 0.0000 0.0000 134 -0.15761E+07-0.15822E+07 0.0000 0.0000 0.0000 0.0000 135 -0.15822E+07-0.15

54、884E+07 0.0000 0.0000 0.0000 0.0000 136 -0.15884E+07-0.15946E+07 0.0000 0.0000 0.0000 0.0000 137 -0.15946E+07-0.16007E+07 0.0000 0.0000 0.0000 0.0000 138 -0.16007E+07-0.16069E+07 0.0000 0.0000 0.0000 0.0000 139 -0.16069E+07-0.16130E+07 0.0000 0.0000 0.0000 0.0000 140 -0.16130E+07-0.16192E+07 0.0000

55、0.0000 0.0000 0.0000 141 -0.16192E+07-0.16253E+07 0.0000 0.0000 0.0000 0.0000 142 -0.19089E+07-0.19151E+07 0.0000 0.0000 0.0000 0.0000 143 -0.19151E+07-0.19212E+07 0.0000 0.0000 0.0000 0.0000 144 -0.19212E+07-0.19273E+07 0.0000 0.0000 0.0000 0.0000 145 -0.19273E+07-0.19335E+07 0.0000 0.0000 0.0000 0

56、.0000 146 -0.19335E+07-0.19396E+07 0.0000 0.0000 0.0000 0.0000 147 -0.19396E+07-0.19458E+07 0.0000 0.0000 0.0000 0.0000 148 -0.19458E+07-0.19519E+07 0.0000 0.0000 0.0000 0.0000 149 -0.19519E+07-0.19580E+07 0.0000 0.0000 0.0000 0.0000 150 -0.19580E+07-0.19642E+07 0.0000 0.0000 0.0000 0.0000 151 -0.19

57、642E+07-0.19703E+07 0.0000 0.0000 0.0000 0.0000 152 -0.19703E+07-0.19764E+07 0.0000 0.0000 0.0000 0.0000 153 -0.19764E+07-0.19826E+07 0.0000 0.0000 0.0000 0.0000 154 -0.19826E+07-0.19887E+07 0.0000 0.0000 0.0000 0.0000 155 -0.69018E+06-0.70146E+06-0.32142E+06-0.28476E+06-0.82515E+06-0.67306E+06156 -

58、0.70146E+06-0.71274E+06-0.28476E+06-0.28476E+06-0.67306E+06-0.53028E+06157 -0.71274E+06-0.72402E+06-0.28476E+06-0.24304E+06-0.53028E+06-0.39785E+06158 -0.72402E+06-0.73530E+06-0.24304E+06-0.24304E+06-0.39785E+06-0.27598E+06159 -0.73530E+06-0.74659E+06-0.24304E+06-0.19627E+06-0.27598E+06-0.16573E+061

59、60 -0.74659E+06-0.75787E+06-0.19627E+06-0.19627E+06-0.16573E+06 -67320. 161 -0.75787E+06-0.76915E+06-0.19627E+06-0.14444E+06 -67320. 18206. 162 -0.76915E+06-0.77958E+06-0.14444E+06-0.14444E+06 18206. 85130. 163 -0.77958E+06-0.79000E+06-0.14444E+06 -87800. 85130. 0.13890E+06164 -0.79000E+06-0.80043E+

60、06 -87800. -87800. 0.13890E+06 0.17958E+06165 -0.94280E+06-0.95379E+06-0.17970E+06-0.10919E+06 -36777. 33744. 166 -0.95379E+06-0.96478E+06-0.10919E+06-0.10919E+06 33744. 87077. 167 -0.96478E+06-0.97577E+06-0.10919E+06 -27431. 87077. 0.12041E+06168 -0.97577E+06-0.98676E+06 -27431. -27431. 0.12041E+06