📄 sample7.out
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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
S T E P - B Y - S T E P S O L U T I O N C O N T R O L I N F O R M A T I O N
NUMBER OF TIME VARYING FUNCTIONS = 1
GROUND MOTION INDICATOR = 0
EQ.0, NONE
GT.0, READ ACCELERATION INPUT
NUMBER OF ARRIVAL TIMES = 1
EQ.0, ALL FUNCTIONS ARRIVE
AT TIME ZERO
NUMBER OF SOLUTION TIME STEPS = 150
OUTPUT (PRINT) INTERVAL = 5
SOLUTION TIME INCREMENT = 0.1000E-04
MASS- PROPORTIONAL DAMPING
COEFFICIENT (ALPHA) = 0.0000E+00
STIFFNESS-PROPORTIONAL DAMPING
COEFFICIENT (BETA) = 0.0000E+00
D Y N A M I C L O A D I N P U T
NODE DEGREE OF FUNCTION ARRIVAL TIME FUNCTION
NUMBER FREEDOM REFERENCE NUMBER MULTIPLIER
32 2 1 1 0.1500E+04
A R R I V A L T I M E V A L U E S
INPUT ARRIVAL TIME
ORDER VALUE
1 0.0000E+00
T I M E F U N C T I O N D A T A
TIME FUNCTION NUMBER = ( 1)
NUMBER OF POINTS = ( 2)
SCALE FACTOR = ( 0.1000E+01)
DESCRIPTION = (UNIT STEP FUNCTION APPLIED AT TIME ZERO )
INPUT TIME FUNCTION
ORDER VALUE VALUE
1 0.0000E+00 0.1000E+01
2 0.9990E+03 0.1000E+01
D I S P L A C E M E N T C O M P O N E N T O U T P U T R E Q U E S T S
CODE FOR OUTPUT TYPE = 1
EQ.1, HISTORY TABLE
EQ.2, PRINTER PLOT
EQ.3, MAXIMA ONLY
PRINTER PLOT SPACING = 0
NODE DISPLACEMENT COMPONENT
NUMBER * * * * * *
3 2 0 0 0 0 0
7 2 0 0 0 0 0
11 2 0 0 0 0 0
15 2 0 0 0 0 0
19 2 0 0 0 0 0
23 2 0 0 0 0 0
27 2 0 0 0 0 0
31 2 0 0 0 0 0
0 0 0 0 0 0 0
S T R E S S C O M P O N E N T O U T P U T R E Q U E S T S
CODE FOR OUTPUT TYPE = 2
EQ.1, HISTORY TABLE
EQ.2, PRINTER PLOT
EQ.3, MAXIMA ONLY
PRINTER PLOT SPACING = 1
E L E M E N T T Y P E ( 4)
ELEMENT DESIRED ELEMENT STRESS COMPONENTS
NUMBER * * * * * * * * * * * *
3 6 10 0 0 0 0 0 0 0 0 0 0
6 6 10 0 0 0 0 0 0 0 0 0 0
9 6 10 0 0 0 0 0 0 0 0 0 0
12 6 10 0 0 0 0 0 0 0 0 0 0
15 6 10 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
E Q U A T I O N P A R A M E T E R S
TOTAL NUMBER OF EQUATIONS = 61
1/2 EQUATION BANDWIDTH = 8
NUMBER OF EQUATIONS PER BLOCK = 61
TOTAL NUMBER OF EQUATION BLOCKS = 1
NUMBER OF COUPLING BLOCKS = 0
D I S P L A C E M E N T T I M E H I S T O R Y
OUTPUT SET = 1
*NODE NUMBER* - (COMPONENT NUMBER)
TIME 3-( 2) 7-( 2) 11-( 2) 15-( 2) 19-( 2) 23-( 2) 27-( 2) 31-( 2)
0.00005 -1.169E-14 -3.831E-13 -1.155E-11 -3.082E-10 -6.812E-09 -1.124E-07 -3.193E-06 9.768E-05
0.00010 -1.118E-12 -3.977E-12 1.635E-10 4.108E-09 4.773E-08 8.907E-07 -2.774E-05 3.508E-04
0.00015 -1.635E-13 -3.159E-12 2.000E-09 3.529E-08 -9.783E-08 7.981E-06 -2.445E-06 6.420E-04
0.00020 6.759E-10 7.627E-09 4.319E-08 8.187E-08 -4.075E-06 -2.585E-05 9.538E-05 8.990E-04
0.00025 1.183E-08 4.686E-08 -1.925E-07 -1.066E-07 1.179E-05 -1.041E-04 2.203E-04 1.076E-03
0.00030 2.396E-09 -3.194E-07 -2.301E-06 -1.193E-05 3.581E-05 -1.509E-04 3.237E-04 1.142E-03
0.00035 -5.640E-07 -2.004E-06 -1.196E-06 -2.648E-05 4.773E-07 -1.419E-04 3.756E-04 1.096E-03
0.00040 -1.991E-06 -7.419E-06 -4.277E-06 8.367E-06 -6.571E-05 -8.897E-05 3.618E-04 9.564E-04
0.00045 -2.614E-06 -1.236E-05 -4.065E-05 3.648E-05 -1.165E-04 -1.694E-05 2.883E-04 7.610E-04
0.00050 -3.718E-06 4.252E-06 -4.636E-05 2.471E-05 -1.208E-04 4.795E-05 1.767E-04 5.562E-04
0.00055 -1.433E-05 -6.735E-06 -6.768E-06 -1.785E-05 -7.596E-05 8.459E-05 5.492E-05 3.860E-04
0.00060 -4.740E-06 -3.564E-05 4.247E-05 -5.661E-05 3.017E-06 8.715E-05 -4.448E-05 2.870E-04
0.00065 3.235E-05 -3.007E-05 6.298E-05 -6.555E-05 8.614E-05 5.734E-05 -9.954E-05 2.753E-04
0.00070 3.202E-05 5.688E-06 4.796E-05 -3.337E-05 1.484E-04 9.353E-06 -9.517E-05 3.524E-04
0.00075 -2.536E-05 5.193E-05 1.899E-05 2.687E-05 1.685E-04 -4.292E-05 -3.487E-05 4.969E-04
0.00080 -5.922E-05 1.036E-04 -9.304E-06 8.819E-05 1.421E-04 -8.335E-05 6.795E-05 6.766E-04
0.00085 -2.672E-05 9.281E-05 -4.106E-05 1.293E-04 7.905E-05 -1.030E-04 1.865E-04 8.496E-04
0.00090 4.410E-05 1.803E-05 -2.413E-05 1.458E-04 -5.694E-06 -1.003E-04 2.919E-04 9.767E-04
0.00095 9.286E-05 -6.408E-05 2.591E-05 9.419E-05 -9.721E-05 -7.721E-05 3.591E-04 1.031E-03
0.00100 8.181E-05 -9.955E-05 5.420E-05 2.239E-06 -1.454E-04 -3.908E-05 3.703E-04 9.993E-04
0.00105 1.626E-05 -7.877E-05 3.853E-05 -7.078E-05 -1.569E-04 -1.609E-05 3.214E-04 8.933E-04
0.00110 -6.522E-05 -2.797E-05 -7.523E-07 -1.154E-04 -1.585E-04 6.637E-07 2.364E-04 7.400E-04
0.00115 -1.179E-04 1.749E-05 -3.512E-05 -1.452E-04 -1.238E-04 2.968E-05 1.221E-04 5.596E-04
0.00120 -1.162E-04 3.653E-05 -5.049E-05 -1.593E-04 -4.050E-05 2.845E-05 -4.866E-06 4.125E-04
0.00125 -6.156E-05 2.908E-05 -5.176E-05 -1.386E-04 6.070E-05 -1.379E-05 -8.365E-05 3.520E-04
0.00130 1.979E-05 8.902E-06 -4.865E-05 -6.905E-05 1.343E-04 -5.843E-05 -1.081E-04 3.177E-04
0.00135 9.212E-05 -7.769E-06 -4.452E-05 3.733E-05 1.501E-04 -6.913E-05 -7.365E-05 3.430E-04
0.00140 1.267E-04 -1.159E-05 -3.382E-05 1.471E-04 1.127E-04 -7.272E-05 -1.762E-05 4.747E-04
0.00145 1.115E-04 -3.113E-06 -9.884E-06 2.193E-04 6.674E-05 -6.752E-05 4.457E-05 6.670E-04
0.00150 5.489E-05 1.039E-05 2.753E-05 2.125E-04 1.402E-05 -5.261E-05 1.374E-04 8.241E-04
MAXIMUM ABSOLUTE VALUES
MAXIMUM 1.267E-04 1.036E-04 6.298E-05 2.193E-04 1.685E-04 1.509E-04 3.756E-04 1.142E-03
TIME 1.400E-03 8.000E-04 6.500E-04 1.450E-03 7.500E-04 3.000E-04 3.500E-04 3.000E-04
N O R M A L I Z E D S T R E S S H I S T O R Y P L O T
ELEMENT TYPE NUMBER = 4
OUTPUT SET NUMBER = 1
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