⭐ 欢迎来到虫虫下载站! | 📦 资源下载 📁 资源专辑 ℹ️ 关于我们
⭐ 虫虫下载站

📄 datao.txt

📁 该程序是按照矩阵位移法的后处理法的基本原理和分析过程
💻 TXT
字号:
 *******************************************************************


 INTERNAL DATA 

 NUMBER OF NODES         :   29
 NUMBER OF ELEMENTS      :   64
 NUMBER OF LOADED NODES  :   25
 NUMBER OF SUPPORT NODES :   10
 MODULUS OF ELASTICITY :     206000000.

 NODAL COORDINATES
       NODE      X        Y
         1     22.40     13.20
         2     22.40      9.90
         3     22.40      6.60
         4     22.40      3.30
         5     22.40      0.00
         6     19.20     13.20
         7     19.20      9.90
         8     19.20      6.60
         9     19.20      3.30
        10     19.20      0.00
        11     16.00      9.90
        12     16.00      6.60
        13     16.00      3.30
        14     16.00      0.00
        15     12.80     13.20
        16     12.80      9.90
        17     12.80      6.60
        18     12.80      3.30
        19     12.80      0.00
        20      6.40     13.20
        21      6.40      9.90
        22      6.40      6.60
        23      6.40      3.30
        24      6.40      0.00
        25      0.00     13.20
        26      0.00      9.90
        27      0.00      6.60
        28      0.00      3.30
        29      0.00      0.00

 ELEMENT CONNECTIVITY AND PROPERTIES
    ELEMENT   START NODE  END NODE     AREA
         1         1         2        0.02195
         2         2         3        0.02195
         3         3         4        0.02195
         4         4         5        0.02195
         5         1         6        0.02195
         6         2         6        0.02195
         7         2         7        0.02195
         8         3         7        0.02195
         9         3         8        0.02195
        10         4         8        0.02195
        11         4         9        0.02195
        12         5         9        0.02195
        13         5        10        0.02195
        14         6         7        0.02195
        15         7         8        0.02195
        16         8         9        0.02195
        17         9        10        0.02195
        18         6        15        0.02195
        19         6        11        0.02195
        20        11        15        0.02195
        21         7        11        0.02195
        22        11        16        0.02195
        23         7        12        0.02195
        24        12        16        0.02195
        25         8        12        0.02195
        26        12        17        0.02195
        27         8        13        0.02195
        28        13        17        0.02195
        29         9        13        0.02195
        30        13        18        0.02195
        31         9        14        0.02195
        32        14        18        0.02195
        33        10        14        0.02195
        34        14        19        0.02195
        35        15        16        0.02195
        36        16        17        0.02195
        37        17        18        0.02195
        38        18        19        0.02195
        39        15        20        0.02195
        40        15        21        0.02195
        41        16        21        0.02195
        42        16        22        0.02195
        43        17        22        0.02195
        44        17        23        0.02195
        45        18        23        0.02195
        46        18        24        0.02195
        47        19        24        0.02195
        48        20        21        0.02195
        49        21        22        0.02195
        50        22        23        0.02195
        51        23        24        0.02195
        52        20        25        0.02195
        53        20        26        0.02195
        54        21        26        0.02195
        55        21        27        0.02195
        56        22        27        0.02195
        57        22        28        0.02195
        58        23        28        0.02195
        59        23        29        0.02195
        60        24        29        0.02195
        61        25        26        0.01095
        62        26        27        0.01095
        63        27        28        0.01095
        64        28        29        0.01095

 NODAL LOADS
       NODE     PX        PY
         1      0.00    -37.62
         2      0.00    -37.62
         3      0.00    -37.62
         4      0.00    -37.62
         5      0.00    -37.62
         6      0.00   -112.86
         7      0.00   -112.86
         8      0.00   -112.86
         9      0.00   -112.86
        10      0.00   -112.86
        15      0.00   -150.48
        16      0.00   -150.48
        17      0.00   -150.48
        18      0.00   -150.48
        19      0.00   -150.48
        20      0.00   -150.48
        21      0.00   -150.48
        22      0.00   -150.48
        23      0.00   -150.48
        24      0.00   -150.48
        25      0.00    -75.24
        26      0.00    -75.24
        27      0.00    -75.24
        28      0.00    -75.24
        29      0.00    -75.24

 BOUNDARY CONDITION DATA
                       STATUS             PRESCRIBED VALUES
              (0:PRESCRIBED, 1:FREE)
       NODE        U         V                U         V
         5         1         0              0.0000    0.0000
        10         1         0              0.0000    0.0000
        14         1         0              0.0000    0.0000
        19         1         0              0.0000    0.0000
        24         1         0              0.0000    0.0000
        25         0         1              0.0000    0.0000
        26         0         1              0.0000    0.0000
        27         0         1              0.0000    0.0000
        28         0         1              0.0000    0.0000
        29         0         0              0.0000    0.0000


 **********************************************************************

RESULTS

NODAL DISPLACEMENTS
       NODE           U              V
         1      -0.000121      -0.000415
         2       0.000026      -0.000388
         3       0.000137      -0.000313
         4       0.000245      -0.000183
         5       0.000289       0.000000
         6      -0.000121      -0.000584
         7       0.000007      -0.000514
         8       0.000111      -0.000380
         9       0.000222      -0.000179
        10       0.000249       0.000000
        11       0.000024      -0.000745
        12       0.000117      -0.000646
        13       0.000180      -0.000473
        14       0.000209       0.000000
        15      -0.000069      -0.000855
        16       0.000026      -0.000759
        17       0.000106      -0.000571
        18       0.000119      -0.000295
        19       0.000156       0.000000
        20      -0.000027      -0.001058
        21       0.000015      -0.000952
        22       0.000060      -0.000737
        23       0.000085      -0.000417
        24       0.000049       0.000000
        25       0.000000      -0.001180
        26       0.000000      -0.001070
        27       0.000000      -0.000842
        28       0.000000      -0.000489
        29       0.000000       0.000000

NODAL REACTIONS
       NODE          PX            PY
         1       0.000000     -37.620000
         2      -0.000000     -37.620000
         3       0.000000     -37.620000
         4      -0.000000     -37.620000
         5      -0.000000     308.025914
         6       0.000000    -112.860000
         7      -0.000000    -112.860000
         8      -0.000000    -112.860000
         9      -0.000000    -112.860000
        10       0.000000     245.569098
        11       0.000000       0.000000
        12      -0.000000      -0.000000
        13       0.000000       0.000000
        14       0.000000     189.880012
        15       0.000000    -150.480000
        16       0.000000    -150.480000
        17       0.000000    -150.480000
        18       0.000000    -150.480000
        19       0.000000     403.779764
        20      -0.000000    -150.480000
        21       0.000000    -150.480000
        22      -0.000000    -150.480000
        23      -0.000000    -150.480000
        24      -0.000000     592.063516
        25      19.226105     -75.240000
        26      -0.490298     -75.240000
        27     -22.285291     -75.240000
        28     -26.283906     -75.240000
        29      29.833390     367.401696

MEMBER FORCES     MEMBER    AXIAL FORCE
         1     -37.620000
         2    -102.550855
         3    -178.471161
         4    -250.226115
         5       0.000000
         6     -38.042680
         7      26.483253
         8     -53.350446
         9      37.139691
        10     -47.548315
        11      33.100561
        12     -80.512281
        13      56.048289
        14     -95.929170
        15    -183.297478
        16    -275.427085
        17    -245.569098
        18     -36.548732
        19      14.458865
        20     -14.458865
        21     -23.076912
        22      -2.945955
        23      17.841771
        24     -17.841771
        25      -8.959233
        26      15.881716
        27      18.671896
        28     -18.671896
        29      59.397182
        30      85.393907
        31    -118.286867
        32    -146.206666
        33      56.048289
        34      75.484541
        35    -131.287694
        36    -257.190555
        37    -379.253801
        38    -403.779764
        39     -29.523727
        40     -19.228649
        41       7.457377
        42     -25.679259
        43      31.997910
        44     -32.757034
        45      24.324917
        46     -45.805611
        47      75.484541
        48    -145.170289
        49    -293.932977
        50    -438.891455
        51    -571.071303
        52     -19.226105
        53     -11.585942
        54      10.787920
        55     -22.975871
        56      42.706317
        57     -37.727380
        58      59.816121
        59     -72.688489
        60      34.772369
        61     -75.240000
        62    -155.789711
        63    -241.559303
        64    -334.089352


 **********************************************************************

⌨️ 快捷键说明

复制代码 Ctrl + C
搜索代码 Ctrl + F
全屏模式 F11
切换主题 Ctrl + Shift + D
显示快捷键 ?
增大字号 Ctrl + =
减小字号 Ctrl + -