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📄 sample6.out

📁 sap4源代码!by fortran 这是一个有限元计算的软件 可以完成平面
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     A              0.000      0.000       0.000       0.000       0.000
     B              0.000      0.000       0.000       0.000       0.000
     C              0.000      0.000       0.000       0.000       0.000
     D              0.000      0.000       0.000       0.000       0.000
 ELEMENT                          MATL     REFERENCE   I-J FACE   STRESS
  NUMBER     I     J     K     L  TYPE   TEMPERATURE   PRESSURE   OPTION    KG   THICKNESS

       1     1     2     4     3     1         0.000  0.000E+00       16     2      0.0000
       2     3     4     6     5     1         0.000  0.000E+00       16     2      0.0000
       3     5     6     8     7     1         0.000  0.000E+00       16     2      0.0000
       4     7     8    10     9     1         0.000  0.000E+00       16     2      0.0000
       5     9    10    12    11     1         0.000  0.000E+00       16     2      0.0000
       6    11    12    14    13     1         0.000  0.000E+00       16     2      0.0000
       7    13    14    16    15     1         0.000  0.000E+00       16     2      0.0000
       8    15    16    18    17     1         0.000  0.000E+00       16     2      0.0000
       9    17    18    20    19     1         0.000  0.000E+00       16     2      0.0000
      10    19    20    22    21     1         0.000  0.000E+00       16     2      0.0000
      11    21    22    24    23     1         0.000  0.000E+00       16     2      0.0000
      12    23    24    26    25     1         0.000  0.000E+00       16     2      0.0000
      13    25    26    28    27     1         0.000  0.000E+00       16     2      0.0000
      14    27    28    30    29     1         0.000  0.000E+00       16     2      0.0000
      15    29    30    32    31     1         0.000  0.000E+00       16     2      0.0000
 E Q U A T I O N   P A R A M E T E R S

  TOTAL NUMBER OF EQUATIONS      =   61
  BANDWIDTH                      =    8
  NUMBER OF EQUATIONS IN A BLOCK =   61
  NUMBER OF BLOCKS               =    1
 N O D A L   L O A D S   (S T A T I C)   O R   M A S S E S   (D Y N A M I C)


   NODE   LOAD         X-AXIS         Y-AXIS         Z-AXIS         X-AXIS         Y-AXIS         Z-AXIS
 NUMBER   CASE          FORCE          FORCE          FORCE         MOMENT         MOMENT         MOMENT




 STRUCTURE             ELEMENT    LOAD    MULTIPLIERS
 LOAD CASE            A         B         C         D

     1            0.000     0.000     0.000     0.000
 

 E I G E N V A L U E   A N A L Y S I S   


 DETERMINANT SEARCH SOLUTION IS CARRIED OUT 
 

 CONTROL INFORMATION

     FLAG FOR ADDITIONAL PRINTING  =    0
       EQ.0, SUPPRESS
       EQ.1, PRINT

     STURM SEQUENCE CHECK FLAG (*) =    0
       EQ.0, PERFORM CHECK
       EQ.1, PASS

     MAXIMUM ITERATION CYCLES (*)  =   16

     CONVERGENCE TOLERANCE (*)     =    0.1000E-04

     CUT-OFF FREQUENCY (CPS)       =    0.1000E+09

     NUMBER OF STARTING ITERATION   
     VECTORS TO BE READ FROM        
     TAPE10 (*)                    =    0


     (*)  APPLICABLE TO SUBSPACE
          ITERATION SOLUTIONS ONLY




 SOLUTION IS SOUGHT FOR FOLLOWING EIGENPROBLEM


 NUMBER OF EQUATIONS                =   61

 HALF BANDWIDTH OF STIFFNESS MATRIX =    8

 NUMBER OF EQUATION BLOCKS          =    1

 NUMBER OF EQUATIONS PER BLOCK      =   61

 NUMBER OF EIGENVALUES REQUIRED     =   20





 WE SOLVED FOR THE FOLLOWING EIGENVALUES
   0.241418720459E+08  0.855117068737E+08  0.912342519734E+08  0.101220481354E+09  0.102239635410E+09  0.124339254667E+09
   0.169155471007E+09  0.245252327341E+09  0.257988542425E+09  0.362896611936E+09  0.532514695194E+09  0.679767744155E+09
   0.764113112077E+09  0.106666891739E+10  0.129450759619E+10  0.144753852581E+10  0.191181545483E+10  0.207436616442E+10
   0.246163213650E+10  0.298678748610E+10



 THE FOLLOWING ARE PHYSICAL ERROR BOUNDS ON THE EIGENPAIRS  
   0.998735499912E+00  0.999729040976E+00  0.999538334447E+00  0.998896161956E+00  0.100074622330E+01  0.997663088529E+00
   0.995218555837E+00  0.990429153332E+00  0.985139471840E+00  0.981646686432E+00  0.966697904370E+00  0.891448815959E+00
   0.943093261861E+00  0.908439123355E+00  0.728536450926E+00  0.861215246337E+00  0.801391583474E+00  0.565472949690E+00
   0.731278593513E+00  0.441072826573E+00
 PRINT OF FREQUENCIES

 MODE       CIRCULAR   
 NUMBER     FREQUENCY    FREQUENCY    PERIOD     
           (RAD/SEC)  (CYCLES/SEC)    (SEC)      
    1      0.4913E+04  0.7820E+03  0.1279E-02
    2      0.9247E+04  0.1472E+04  0.6795E-03
    3      0.9552E+04  0.1520E+04  0.6578E-03
    4      0.1006E+05  0.1601E+04  0.6245E-03
    5      0.1011E+05  0.1609E+04  0.6214E-03
    6      0.1115E+05  0.1775E+04  0.5635E-03
    7      0.1301E+05  0.2070E+04  0.4831E-03
    8      0.1566E+05  0.2492E+04  0.4012E-03
    9      0.1606E+05  0.2556E+04  0.3912E-03
   10      0.1905E+05  0.3032E+04  0.3298E-03
   11      0.2308E+05  0.3673E+04  0.2723E-03
   12      0.2607E+05  0.4150E+04  0.2410E-03
   13      0.2764E+05  0.4399E+04  0.2273E-03
   14      0.3266E+05  0.5198E+04  0.1924E-03
   15      0.3598E+05  0.5726E+04  0.1746E-03
   16      0.3805E+05  0.6055E+04  0.1651E-03
   17      0.4372E+05  0.6959E+04  0.1437E-03
   18      0.4555E+05  0.7249E+04  0.1380E-03
   19      0.4961E+05  0.7896E+04  0.1266E-03
   20      0.5465E+05  0.8698E+04  0.1150E-03



 PRINT OF EIGENVECTORS


 N O D E   D I S P L A C E M E N T S / R O T A T I O N S

   NODE  EIGEN-            X-            Y-            Z-            X-            Y-            Z-
 NUMBER  VECTOR   TRANSLATION   TRANSLATION   TRANSLATION      ROTATION      ROTATION      ROTATION

     32       1   0.00000E+00  -0.54485E+00   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
              2   0.00000E+00   0.24573E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
              3   0.00000E+00   0.25166E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
              4   0.00000E+00   0.25050E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
              5   0.00000E+00   0.24820E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
              6   0.00000E+00  -0.24797E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
              7   0.00000E+00   0.24454E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
              8   0.00000E+00   0.24009E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
              9   0.00000E+00  -0.62854E+00   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
             10   0.00000E+00   0.23523E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
             11   0.00000E+00   0.22955E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
             12   0.00000E+00   0.17164E+00   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
             13   0.00000E+00   0.22311E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
             14   0.00000E+00  -0.21586E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
             15   0.00000E+00   0.17032E-01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
             16   0.00000E+00   0.20791E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
             17   0.00000E+00  -0.19886E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
             18   0.00000E+00  -0.12858E+00   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
             19   0.00000E+00   0.18790E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
             20   0.00000E+00  -0.23643E+00   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
     31       1   0.00000E+00  -0.51034E+00   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
              2   0.00000E+00   0.25148E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00
              3   0.00000E+00   0.25892E+01   0.00000E+00   0.00000E+00   0.00000E+00   0.00000E+00

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