Abbreviated Output file for Time History Analysis


===================================
           PROFILE                 
===================================

node    dof1    dof2    dof3
----------------------------------------------------

   1 	  -1	  -2	  -3
   2 	  -4	  -5	  -6
   3 	  -7	  -8	  -9
   4 	 -10	 -11	 -12
   5 	   1	 -13	 -14
   6 	   1	 -15	 -16
   7 	   1	 -17	 -18
   8 	   1	 -19	 -20
   9 	   2	 -21	 -22
  10 	   2	 -23	 -24
  11 	   2	 -25	 -26
  12 	   2	 -27	 -28
  13 	   3	 -29	 -30
  14 	   3	 -31	 -32
  15 	   3	 -33	 -34
  16 	   3	 -35	 -36
  17 	   4	 -37	 -38
  18 	   4	 -39	 -40
  19 	   4	 -41	 -42
  20 	   4	 -43	 -44
  21 	   5	 -45	 -46
  22 	   5	 -47	 -48
  23 	   5	 -49	 -50
  24 	   5	 -51	 -52
----------------------------------------------------


====================================================
Title : DESCRIPTION OF FINITE ELEMENT MESH                                 
====================================================

=======================
Profile of Problem Size
=======================

   Dimension of Problem        =      2

   Number Nodes                =     24
   Degrees of Freedom per node =      3
   Max No Nodes Per Element    =      2

   Number Elements             =     35
   Number Element Attributes   =      1
   Number Loaded Nodes         =      0
   Number Loaded Elements      =      0

------------------------------------------------------------
Node#      X_coord           Y_coord          Tx    Ty    Rz  
------------------------------------------------------------

    1    0.0000e+00 ft    0.0000e+00 ft    -1    -2    -3 
    2    2.0000e+01 ft    0.0000e+00 ft    -4    -5    -6 
    3    3.5000e+01 ft    0.0000e+00 ft    -7    -8    -9 
    4    5.5000e+01 ft    0.0000e+00 ft   -10   -11   -12 
    5    0.0000e+00 ft    1.0000e+01 ft     1   -13   -14 
    6    2.0000e+01 ft    1.0000e+01 ft     1   -15   -16 
    7    3.5000e+01 ft    1.0000e+01 ft     1   -17   -18 
    8    5.5000e+01 ft    1.0000e+01 ft     1   -19   -20 
    9    0.0000e+00 ft    2.0000e+01 ft     2   -21   -22 
   10    2.0000e+01 ft    2.0000e+01 ft     2   -23   -24 
   11    3.5000e+01 ft    2.0000e+01 ft     2   -25   -26 
   12    5.5000e+01 ft    2.0000e+01 ft     2   -27   -28 
   13    0.0000e+00 ft    3.0000e+01 ft     3   -29   -30 
   14    2.0000e+01 ft    3.0000e+01 ft     3   -31   -32 
   15    3.5000e+01 ft    3.0000e+01 ft     3   -33   -34 
   16    5.5000e+01 ft    3.0000e+01 ft     3   -35   -36 
   17    0.0000e+00 ft    4.0000e+01 ft     4   -37   -38 
   18    2.0000e+01 ft    4.0000e+01 ft     4   -39   -40 
   19    3.5000e+01 ft    4.0000e+01 ft     4   -41   -42 
   20    5.5000e+01 ft    4.0000e+01 ft     4   -43   -44 
   21    0.0000e+00 ft    5.0000e+01 ft     5   -45   -46 
   22    2.0000e+01 ft    5.0000e+01 ft     5   -47   -48 
   23    3.5000e+01 ft    5.0000e+01 ft     5   -49   -50 
   24    5.5000e+01 ft    5.0000e+01 ft     5   -51   -52 


--------------------------------------------------------------------
Element#     Type         node[1]   node[2]      Element_Attr_Name
----------------------------------------------------------------------

       1   FRAME_2D             1         5      mrf_element
       2   FRAME_2D             5         9      mrf_element
       3   FRAME_2D             9        13      mrf_element
       4   FRAME_2D            13        17      mrf_element
       5   FRAME_2D            17        21      mrf_element
       6   FRAME_2D             2         6      mrf_element
       7   FRAME_2D             6        10      mrf_element
       8   FRAME_2D            10        14      mrf_element
       9   FRAME_2D            14        18      mrf_element
      10   FRAME_2D            18        22      mrf_element
      11   FRAME_2D             3         7      mrf_element
      12   FRAME_2D             7        11      mrf_element
      13   FRAME_2D            11        15      mrf_element
      14   FRAME_2D            15        19      mrf_element
      15   FRAME_2D            19        23      mrf_element
      16   FRAME_2D             4         8      mrf_element
      17   FRAME_2D             8        12      mrf_element
      18   FRAME_2D            12        16      mrf_element
      19   FRAME_2D            16        20      mrf_element
      20   FRAME_2D            20        24      mrf_element
      21   FRAME_2D             5         6      mrf_element
      22   FRAME_2D             6         7      mrf_element
      23   FRAME_2D             7         8      mrf_element
      24   FRAME_2D             9        10      mrf_element
      25   FRAME_2D            10        11      mrf_element
      26   FRAME_2D            11        12      mrf_element
      27   FRAME_2D            13        14      mrf_element
      28   FRAME_2D            14        15      mrf_element
      29   FRAME_2D            15        16      mrf_element
      30   FRAME_2D            17        18      mrf_element
      31   FRAME_2D            18        19      mrf_element
      32   FRAME_2D            19        20      mrf_element
      33   FRAME_2D            21        22      mrf_element
      34   FRAME_2D            22        23      mrf_element
      35   FRAME_2D            23        24      mrf_element

--------------------- 
Element Attribute Data :        
--------------------- 


ELEMENT_ATTR No.   1  : name = "mrf_element" 
                      : section = "mrfsection" 
                      : material = "mrfmaterial" 
                      : type = FRAME_2D
                      : gdof [0] =    1 : gdof[1] =    2 : gdof[2] =    3
                      : Young's Modulus =  E =        2.900e+04 ksi
                      : Poisson's ratio = nu =        2.500e-01   
                      : Yielding Stress = fy =        3.600e+01 ksi
                      : Density         =        1.024e-06 lb/in^3
                      : Inertia Izz     =        1.542e+03 in^4
                      : Area            =        4.740e+01 in^2

============= End of Finite Element Mesh Description ==============

SKYLINE MATRIX : "mass"

row/col                  1             2             3             4             5   
        units          N/m           N/m           N/m           N/m           N/m   
   1    sec^2   1.05678e-02   0.00000e+00   0.00000e+00   0.00000e+00   0.00000e+00 
   2    sec^2   0.00000e+00   1.05678e-02   0.00000e+00   0.00000e+00   0.00000e+00 
   3    sec^2   0.00000e+00   0.00000e+00   1.05678e-02   0.00000e+00   0.00000e+00 
   4    sec^2   0.00000e+00   0.00000e+00   0.00000e+00   1.05678e-02   0.00000e+00 
   5    sec^2   0.00000e+00   0.00000e+00   0.00000e+00   0.00000e+00   5.28391e-03 

SKYLINE MATRIX : "stiff"

row/col                  1             2             3             4             5   
        units          N/m           N/m           N/m           N/m           N/m   
   1            4.35045e+08  -2.17523e+08   0.00000e+00   0.00000e+00   0.00000e+00 
   2           -2.17523e+08   4.35045e+08  -2.17523e+08   0.00000e+00   0.00000e+00 
   3            0.00000e+00  -2.17523e+08   4.35045e+08  -2.17523e+08   0.00000e+00 
   4            0.00000e+00   0.00000e+00  -2.17523e+08   4.35045e+08  -2.17523e+08 
   5            0.00000e+00   0.00000e+00   0.00000e+00  -2.17523e+08   2.17523e+08 

SKYLINE MATRIX : "mass"

row/col                  1             2             3             4             5   
        units          N/m           N/m           N/m           N/m           N/m   
   1    sec^2   4.00000e+04   0.00000e+00   0.00000e+00   0.00000e+00   0.00000e+00 
   2    sec^2   0.00000e+00   4.00000e+04   0.00000e+00   0.00000e+00   0.00000e+00 
   3    sec^2   0.00000e+00   0.00000e+00   4.00000e+04   0.00000e+00   0.00000e+00 
   4    sec^2   0.00000e+00   0.00000e+00   0.00000e+00   4.00000e+04   0.00000e+00 
   5    sec^2   0.00000e+00   0.00000e+00   0.00000e+00   0.00000e+00   4.00000e+04 

*** SUBSPACE ITERATION CONVERGED IN  9 ITERATIONS 

Mode         1  : w^2 =      440.6 1/sec^2  : T =     0.2993 sec 
Mode         2  : w^2 =       3754 1/sec^2  : T =     0.1026 sec 

MATRIX : "eigenvector"

row/col                  1            2   
        units                             
   1            2.84630e-01  7.64308e-01
   2            5.46200e-01  1.00000e+00
   3            7.63521e-01  5.45160e-01
   4            9.18986e-01 -2.85070e-01
   5            1.00000e+00 -9.18011e-01

MATRIX : "Mstar"

row/col                  1            2   
        units          N/m          N/m   
   1    sec^2   1.12274e+05 -1.45519e-11
   2    sec^2  -1.45519e-11  1.12215e+05

MATRIX : "Kstar"

row/col                  1            2   
        units          N/m          N/m   
   1            4.94634e+07  5.58794e-09
   2            0.00000e+00  4.21231e+08

SKYLINE MATRIX : "damp"

row/col                  1             2             3             4             5   
        units     kg/sec^3      kg/sec^3      kg/sec^3      kg/sec^3      kg/sec^3   
   1    sec^2   3.54850e+05  -1.58664e+05   0.00000e+00   0.00000e+00   0.00000e+00 
   2    sec^2  -1.58664e+05   3.54850e+05  -1.58664e+05   0.00000e+00   0.00000e+00 
   3    sec^2   0.00000e+00  -1.58664e+05   3.54850e+05  -1.58664e+05   0.00000e+00 
   4    sec^2   0.00000e+00   0.00000e+00  -1.58664e+05   3.54850e+05  -1.58664e+05 
   5    sec^2   0.00000e+00   0.00000e+00   0.00000e+00  -1.58664e+05   1.96185e+05 

MATRIX : "Elcentro"

row/col                  1   
        units                
   1  m/sec^2   1.45600e-01
   2  m/sec^2   1.37700e-01
   3  m/sec^2   6.13000e-02

   .... lines of El Centro ground motion removed ....

 497  m/sec^2  -1.00500e-01
 498  m/sec^2  -1.23500e-01
 499  m/sec^2  -1.57200e-01
 500  m/sec^2   0.00000e+00

 *** Start Step          1 
 *** Start Step          2 

 ..... lines of output removed .....

 *** Start Step        599 
 *** Start Step        600 

MATRIX : "response"

row/col                  1            2            3            4            5   
        units          sec           cm           cm           cm          Jou   
   1            0.00000e+00  0.00000e+00  0.00000e+00  0.00000e+00  0.00000e+00
   2            2.00000e-02 -4.96842e-04 -3.19098e-04 -8.15940e-04  1.92038e-01
   3            4.00000e-02 -2.37339e-03 -1.22981e-03 -3.60321e-03  1.57917e+00
   4            6.00000e-02 -5.49513e-03 -1.85494e-03 -7.35008e-03  3.14881e+00
   5            8.00000e-02 -8.70489e-03 -1.10723e-03 -9.81212e-03  3.90877e+00
   6            1.00000e-01 -1.09541e-02  5.22483e-04 -1.04317e-02  4.16535e+00

   ..... lines of response matrix output removed .....

 596            1.19000e+01  2.94865e-01 -9.59305e-03  2.85272e-01  2.65783e+03
 597            1.19200e+01  2.70575e-01 -6.52088e-03  2.64054e-01  2.65783e+03
 598            1.19400e+01  2.00615e-01  3.67020e-03  2.04285e-01  2.65783e+03
 599            1.19600e+01  9.67937e-02  9.85448e-03  1.06648e-01  2.65783e+03
 600            1.19800e+01 -2.33650e-02  5.28054e-03 -1.80845e-02  2.65783e+03
 601            1.20000e+01 -1.39580e-01 -5.05822e-03 -1.44638e-01  2.65783e+03


Developed in June 1996 by Mark Austin
Last Modified June 27, 1996
Copyright © 1996, Mark Austin, Department of Civil Engineering, University of Maryland