ETABS Ultimate 64-bit 17.0.1 Build 1888 (Analysis Build 9648/64)
File: C:\Users\Asus\Downloads\Left side (3)\8-19-21 (submission).LOG
B E G I N A N A L Y S I S 2021/08/23 13:38:41
RUNNING ANALYSIS AS A SEPARATE PROCESS
USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION)
NUMBER OF JOINTS = 95222
WITH RESTRAINTS = 857
WITH MASS = 94758
NUMBER OF FRAME/CABLE/TENDON ELEMENTS = 33551
NUMBER OF SHELL ELEMENTS = 105622
NUMBER OF LINK/SUPPORT ELEMENTS = 86
NUMBER OF CONSTRAINTS/WELDS = 156
NUMBER OF LOAD PATTERNS = 14
NUMBER OF ACCELERATION LOADS = 9
NUMBER OF LOAD CASES = 32
NUMBER OF MASS SOURCES = 5
ADDRESSABLE PHYSICAL MEMORY (RAM) = 7.946 GB
PARALLELIZATION OF ANALYSIS OPERATIONS:
(Env. variable SAPFIRE_NUM_THREADS = 0)
NUMBER OF THREADS: STATE (AUTOMATIC) = 6
NUMBER OF THREADS: STIFFNESS (AUTOMATIC) = 6
NUMBER OF THREADS: EVENT (AUTOMATIC) = 6
NUMBER OF THREADS: MOVE (AUTOMATIC) = 6
NUMBER OF THREADS: RESPONSE (AUTOMATIC) = 6
NUMBER OF THREADS: SOLVE (AUTOMATIC) = 6
NUMBER OF THREADS: FORM (AUTOMATIC) = 6
N O N L I N E A R S T A T I C A N A L Y S I S 13:38:41
CASE: +Y MASS
STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS
USING MASS SOURCE: M+Y
LOAD CONTROL TYPE = FORCE
TYPE OF GEOMETRIC NONLINEARITY = NONE
USE EVENT STEPPING = YES
USE ITERATION = YES
USE LINE SEARCH = NO
EVENT LUMPING TOLERANCE = 0.010000
FORCE CONVERGENCE TOLERANCE (RELATIVE) = 0.000100
E L E M E N T F O R M A T I O N 13:38:42
NUMBER OF COUPLED CONSTRAINT EQUATIONS = 163527
REDUCTION OF CONSTRAINTS AND RESTRAINTS:
NUMBER OF
CONSTRAINT MASTER DOF BEFORE REDUCTION = 984
COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 435
CONSTRAINT MASTER DOF AFTER REDUCTION = 549
Negative iterations are Constant-Stiffness
Positive iterations are Newton-Raphson
Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum
Steps Steps Steps this Step Unbalance Size of Steps of Steps
( 1 50 200 -10/40 1.000000 1.000000 1.000000 1.000000)
0 0 1 Conv -1 .000000 1.000000 1.000000 1.000000
----------------------------------------
BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
(NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)
NUMBER FOUND AT FINAL CONVERGED STATE = 3
* * * W A R N I N G * * *
THE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED !!
CHECK THE STRUCTURE CAREFULLY FOR:
- INADEQUATE SUPPORT CONDITIONS, OR
- ONE OR MORE INTERNAL MECHANISMS, OR
- ZERO OR NEGATIVE STIFFNESS PROPERTIES, OR
- EXTREMELY LARGE STIFFNESS PROPERTIES, OR
- BUCKLING DUE TO P-DELTA OR GEOMETRIC NONLINEARITY, OR
- A FREQUENCY SHIFT (IF ANY) ONTO A NATURAL FREQUENCY
TO OBTAIN FURTHER INFORMATION, RUN AN EIGEN ANALYSIS FROM
THE END OF THIS NONLINEAR CASE USING AUTO FREQUENCY SHIFTING
(WITH ADDITIONAL MASS IF NEEDED) AND INVESTIGATE THE MODE SHAPES
NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2
TIME FOR INITIALIZING ANALYSIS = 281.44
TIME FOR CONTROLLING ANALYSIS = 15.28
TIME FOR UPDATING LOADS AND STATE = 3.98
TIME FOR FORMING STIFFNESS MATRIX = 1.42
TIME FOR SOLVING STIFFNESS MATRIX = 11.52
TIME FOR CALCULATING DISPLACEMENTS = 7.16
TIME FOR DETERMINING EVENTS = 0.02
TIME FOR SAVING RESULTS = 1.20
----------
TOTAL TIME FOR THIS ANALYSIS = 322.02
E L E M E N T F O R M A T I O N 13:44:08
NUMBER OF COUPLED CONSTRAINT EQUATIONS = 163527
REDUCTION OF CONSTRAINTS AND RESTRAINTS:
NUMBER OF
CONSTRAINT MASTER DOF BEFORE REDUCTION = 984
COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 435
CONSTRAINT MASTER DOF AFTER REDUCTION = 549
L I N E A R E Q U A T I O N S O L U T I O N 13:48:39
FORMING STIFFNESS AT THE END OF CASE: +Y MASS
USING MASS SOURCE: M+Y
TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 358944
NUMBER OF NON-ZERO STIFFNESS TERMS = 7468536
---------------------------------
BASIC STABILITY CHECK FOR LINEAR LOAD CASES:
NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
(NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY,
SUCH AS REVIEWING EIGEN MODES FOR MECHANISMS AND RIGID-BODY MOTION)
NUMBER OF NEGATIVE EIGENVALUES = 3
* * * W A R N I N G * * *
THE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED !!
CHECK THE STRUCTURE CAREFULLY FOR:
- INADEQUATE SUPPORT CONDITIONS, OR
- ONE OR MORE INTERNAL MECHANISMS, OR
- ZERO OR NEGATIVE STIFFNESS PROPERTIES, OR
- EXTREMELY LARGE STIFFNESS PROPERTIES, OR
- BUCKLING DUE TO P-DELTA OR GEOMETRIC NONLINEARITY, OR
- A FREQUENCY SHIFT (IF ANY) ONTO A NATURAL FREQUENCY
R I T Z M O D A L A N A L Y S I S 13:48:52
CASE: MODAL+Y
USING STIFFNESS AT THE END OF CASE: +Y MASS
USING MASS SOURCE: M+Y
NUMBER OF STIFFNESS DEGREES OF FREEDOM = 358944
NUMBER OF MASS DEGREES OF FREEDOM = 144821
MAXIMUM NUMBER OF RITZ MODES SOUGHT = 60
MINIMUM NUMBER OF RITZ MODES SOUGHT = 1
NUMBER OF STARTING VECTORS = 4
VECTOR BLOCK SIZE = 6
FREQUENCY SHIFT (CENTER) (CYC/TIME) = .000000
* * * W A R N I N G * * *
THE STURM-SEQUENCE CHECK FOUND 3 EIGENVALUE(S) BELOW THE SHIFT,
RITZ ANALYSIS REQUIRES ALL EIGENVALUES TO BE ABOVE THE SHIFT
NUMBER OF RITZ MODES FOUND = 0
* * * W A R N I N G * * *
NO RITZ MODES WERE FOUND
N O N L I N E A R S T A T I C A N A L Y S I S 13:48:54
CASE: -Y MASS
STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS
USING MASS SOURCE: M-Y
LOAD CONTROL TYPE = FORCE
TYPE OF GEOMETRIC NONLINEARITY = NONE
USE EVENT STEPPING = YES
USE ITERATION = YES
USE LINE SEARCH = NO
EVENT LUMPING TOLERANCE = 0.010000
FORCE CONVERGENCE TOLERANCE (RELATIVE) = 0.000100
E L E M E N T F O R M A T I O N 13:48:55
NUMBER OF COUPLED CONSTRAINT EQUATIONS = 163527
REDUCTION OF CONSTRAINTS AND RESTRAINTS:
NUMBER OF
CONSTRAINT MASTER DOF BEFORE REDUCTION = 984
COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 435
CONSTRAINT MASTER DOF AFTER REDUCTION = 549
Negative iterations are Constant-Stiffness
Positive iterations are Newton-Raphson
Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum
Steps Steps Steps this Step Unbalance Size of Steps of Steps
( 1 50 200 -10/40 1.000000 1.000000 1.000000 1.000000)
0 0 1 Conv -1 .000000 1.000000 1.000000 1.000000
----------------------------------------
BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
(NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)
NUMBER FOUND AT FINAL CONVERGED STATE = 3
* * * W A R N I N G * * *
THE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED !!
CHECK THE STRUCTURE CAREFULLY FOR:
- INADEQUATE SUPPORT CONDITIONS, OR
- ONE OR MORE INTERNAL MECHANISMS, OR
- ZERO OR NEGATIVE STIFFNESS PROPERTIES, OR
- EXTREMELY LARGE STIFFNESS PROPERTIES, OR
- BUCKLING DUE TO P-DELTA OR GEOMETRIC NONLINEARITY, OR
- A FREQUENCY SHIFT (IF ANY) ONTO A NATURAL FREQUENCY
TO OBTAIN FURTHER INFORMATION, RUN AN EIGEN ANALYSIS FROM
THE END OF THIS NONLINEAR CASE USING AUTO FREQUENCY SHIFTING
(WITH ADDITIONAL MASS IF NEEDED) AND INVESTIGATE THE MODE SHAPES
NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2
TIME FOR INITIALIZING ANALYSIS = 275.76
TIME FOR CONTROLLING ANALYSIS = 10.48
TIME FOR UPDATING LOADS AND STATE = 3.74
TIME FOR FORMING STIFFNESS MATRIX = 1.34
TIME FOR SOLVING STIFFNESS MATRIX = 10.36
TIME FOR CALCULATING DISPLACEMENTS = 1.74
TIME FOR DETERMINING EVENTS = 0.02
TIME FOR SAVING RESULTS = 1.14
----------
TOTAL TIME FOR THIS ANALYSIS = 304.58
E L E M E N T F O R M A T I O N 13:54:04
NUMBER OF COUPLED CONSTRAINT EQUATIONS = 163527
REDUCTION OF CONSTRAINTS AND RESTRAINTS:
NUMBER OF
CONSTRAINT MASTER DOF BEFORE REDUCTION = 984
COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 435
CONSTRAINT MASTER DOF AFTER REDUCTION = 549
L I N E A R E Q U A T I O N S O L U T I O N 13:58:52
FORMING STIFFNESS AT THE END OF CASE: -Y MASS
USING MASS SOURCE: M-Y
TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 358944
NUMBER OF NON-ZERO STIFFNESS TERMS = 7468536
---------------------------------
BASIC STABILITY CHECK FOR LINEAR LOAD CASES:
NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
(NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY,
SUCH AS REVIEWING EIGEN MODES FOR MECHANISMS AND RIGID-BODY MOTION)
NUMBER OF NEGATIVE EIGENVALUES = 3
* * * W A R N I N G * * *
THE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED !!
CHECK THE STRUCTURE CAREFULLY FOR:
- INADEQUATE SUPPORT CONDITIONS, OR
- ONE OR MORE INTERNAL MECHANISMS, OR
- ZERO OR NEGATIVE STIFFNESS PROPERTIES, OR
- EXTREMELY LARGE STIFFNESS PROPERTIES, OR
- BUCKLING DUE TO P-DELTA OR GEOMETRIC NONLINEARITY, OR
- A FREQUENCY SHIFT (IF ANY) ONTO A NATURAL FREQUENCY
R I T Z M O D A L A N A L Y S I S 13:59:06
CASE: MODAL-Y
USING STIFFNESS AT THE END OF CASE: -Y MASS
USING MASS SOURCE: M-Y
NUMBER OF STIFFNESS DEGREES OF FREEDOM = 358944
NUMBER OF MASS DEGREES OF FREEDOM = 144821
MAXIMUM NUMBER OF RITZ MODES SOUGHT = 60
MINIMUM NUMBER OF RITZ MODES SOUGHT = 1
NUMBER OF STARTING VECTORS = 4
VECTOR BLOCK SIZE = 6
FREQUENCY SHIFT (CENTER) (CYC/TIME) = .000000
* * * W A R N I N G * * *
THE STURM-SEQUENCE CHECK FOUND 3 EIGENVALUE(S) BELOW THE SHIFT,
RITZ ANALYSIS REQUIRES ALL EIGENVALUES TO BE ABOVE THE SHIFT
NUMBER OF RITZ MODES FOUND = 0
* * * W A R N I N G * * *
NO RITZ MODES WERE FOUND
N O N L I N E A R S T A T I C A N A L Y S I S 13:59:08
CASE: +X MASS
STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS
USING MASS SOURCE: M+X
LOAD CONTROL TYPE = FORCE
TYPE OF GEOMETRIC NONLINEARITY = NONE
USE EVENT STEPPING = YES
USE ITERATION = YES
USE LINE SEARCH = NO
EVENT LUMPING TOLERANCE = 0.010000
FORCE CONVERGENCE TOLERANCE (RELATIVE) = 0.000100
E L E M E N T F O R M A T I O N 13:59:09
NUMBER OF COUPLED CONSTRAINT EQUATIONS = 163527
REDUCTION OF CONSTRAINTS AND RESTRAINTS:
NUMBER OF
CONSTRAINT MASTER DOF BEFORE REDUCTION = 984
COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 435
CONSTRAINT MASTER DOF AFTER REDUCTION = 549
Negative iterations are Constant-Stiffness
Positive iterations are Newton-Raphson
Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum
Steps Steps Steps this Step Unbalance Size of Steps of Steps
( 1 50 200 -10/40 1.000000 1.000000 1.000000 1.000000)
0 0 1 Conv -1 .000000 1.000000 1.000000 1.000000
----------------------------------------
BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
(NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)
NUMBER FOUND AT FINAL CONVERGED STATE = 3
* * * W A R N I N G * * *
THE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED !!
CHECK THE STRUCTURE CAREFULLY FOR:
- INADEQUATE SUPPORT CONDITIONS, OR
- ONE OR MORE INTERNAL MECHANISMS, OR
- ZERO OR NEGATIVE STIFFNESS PROPERTIES, OR
- EXTREMELY LARGE STIFFNESS PROPERTIES, OR
- BUCKLING DUE TO P-DELTA OR GEOMETRIC NONLINEARITY, OR
- A FREQUENCY SHIFT (IF ANY) ONTO A NATURAL FREQUENCY
TO OBTAIN FURTHER INFORMATION, RUN AN EIGEN ANALYSIS FROM
THE END OF THIS NONLINEAR CASE USING AUTO FREQUENCY SHIFTING
(WITH ADDITIONAL MASS IF NEEDED) AND INVESTIGATE THE MODE SHAPES
NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2
TIME FOR INITIALIZING ANALYSIS = 288.28
TIME FOR CONTROLLING ANALYSIS = 10.96
TIME FOR UPDATING LOADS AND STATE = 3.94
TIME FOR FORMING STIFFNESS MATRIX = 1.34
TIME FOR SOLVING STIFFNESS MATRIX = 11.10
TIME FOR CALCULATING DISPLACEMENTS = 1.86
TIME FOR DETERMINING EVENTS = 0.04
TIME FOR SAVING RESULTS = 1.14
----------
TOTAL TIME FOR THIS ANALYSIS = 318.66
E L E M E N T F O R M A T I O N 14:04:32
NUMBER OF COUPLED CONSTRAINT EQUATIONS = 163527
REDUCTION OF CONSTRAINTS AND RESTRAINTS:
NUMBER OF
CONSTRAINT MASTER DOF BEFORE REDUCTION = 984
COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 435
CONSTRAINT MASTER DOF AFTER REDUCTION = 549
L I N E A R E Q U A T I O N S O L U T I O N 14:09:16
FORMING STIFFNESS AT THE END OF CASE: +X MASS
USING MASS SOURCE: M+X
TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 358944
NUMBER OF NON-ZERO STIFFNESS TERMS = 7468536
---------------------------------
BASIC STABILITY CHECK FOR LINEAR LOAD CASES:
NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
(NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY,
SUCH AS REVIEWING EIGEN MODES FOR MECHANISMS AND RIGID-BODY MOTION)
NUMBER OF NEGATIVE EIGENVALUES = 3
* * * W A R N I N G * * *
THE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED !!
CHECK THE STRUCTURE CAREFULLY FOR:
- INADEQUATE SUPPORT CONDITIONS, OR
- ONE OR MORE INTERNAL MECHANISMS, OR
- ZERO OR NEGATIVE STIFFNESS PROPERTIES, OR
- EXTREMELY LARGE STIFFNESS PROPERTIES, OR
- BUCKLING DUE TO P-DELTA OR GEOMETRIC NONLINEARITY, OR
- A FREQUENCY SHIFT (IF ANY) ONTO A NATURAL FREQUENCY
R I T Z M O D A L A N A L Y S I S 14:09:29
CASE: MODAL+X
USING STIFFNESS AT THE END OF CASE: +X MASS
USING MASS SOURCE: M+X
NUMBER OF STIFFNESS DEGREES OF FREEDOM = 358944
NUMBER OF MASS DEGREES OF FREEDOM = 144821
MAXIMUM NUMBER OF RITZ MODES SOUGHT = 60
MINIMUM NUMBER OF RITZ MODES SOUGHT = 1
NUMBER OF STARTING VECTORS = 4
VECTOR BLOCK SIZE = 6
FREQUENCY SHIFT (CENTER) (CYC/TIME) = .000000
* * * W A R N I N G * * *
THE STURM-SEQUENCE CHECK FOUND 3 EIGENVALUE(S) BELOW THE SHIFT,
RITZ ANALYSIS REQUIRES ALL EIGENVALUES TO BE ABOVE THE SHIFT
NUMBER OF RITZ MODES FOUND = 0
* * * W A R N I N G * * *
NO RITZ MODES WERE FOUND
N O N L I N E A R S T A T I C A N A L Y S I S 14:09:32
CASE: -X MASS
STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS
USING MASS SOURCE: M-X
LOAD CONTROL TYPE = FORCE
TYPE OF GEOMETRIC NONLINEARITY = NONE
USE EVENT STEPPING = YES
USE ITERATION = YES
USE LINE SEARCH = NO
EVENT LUMPING TOLERANCE = 0.010000
FORCE CONVERGENCE TOLERANCE (RELATIVE) = 0.000100
E L E M E N T F O R M A T I O N 14:09:32
NUMBER OF COUPLED CONSTRAINT EQUATIONS = 163527
REDUCTION OF CONSTRAINTS AND RESTRAINTS:
NUMBER OF
CONSTRAINT MASTER DOF BEFORE REDUCTION = 984
COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 435
CONSTRAINT MASTER DOF AFTER REDUCTION = 549
Negative iterations are Constant-Stiffness
Positive iterations are Newton-Raphson
Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum
Steps Steps Steps this Step Unbalance Size of Steps of Steps
( 1 50 200 -10/40 1.000000 1.000000 1.000000 1.000000)
0 0 1 Conv -1 .000000 1.000000 1.000000 1.000000
----------------------------------------
BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
(NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)
NUMBER FOUND AT FINAL CONVERGED STATE = 3
* * * W A R N I N G * * *
THE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED !!
CHECK THE STRUCTURE CAREFULLY FOR:
- INADEQUATE SUPPORT CONDITIONS, OR
- ONE OR MORE INTERNAL MECHANISMS, OR
- ZERO OR NEGATIVE STIFFNESS PROPERTIES, OR
- EXTREMELY LARGE STIFFNESS PROPERTIES, OR
- BUCKLING DUE TO P-DELTA OR GEOMETRIC NONLINEARITY, OR
- A FREQUENCY SHIFT (IF ANY) ONTO A NATURAL FREQUENCY
TO OBTAIN FURTHER INFORMATION, RUN AN EIGEN ANALYSIS FROM
THE END OF THIS NONLINEAR CASE USING AUTO FREQUENCY SHIFTING
(WITH ADDITIONAL MASS IF NEEDED) AND INVESTIGATE THE MODE SHAPES
NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2
TIME FOR INITIALIZING ANALYSIS = 237.90
TIME FOR CONTROLLING ANALYSIS = 10.80
TIME FOR UPDATING LOADS AND STATE = 3.72
TIME FOR FORMING STIFFNESS MATRIX = 1.32
TIME FOR SOLVING STIFFNESS MATRIX = 10.68
TIME FOR CALCULATING DISPLACEMENTS = 1.68
TIME FOR DETERMINING EVENTS = 0.04
TIME FOR SAVING RESULTS = 1.14
----------
TOTAL TIME FOR THIS ANALYSIS = 267.28
E L E M E N T F O R M A T I O N 14:14:04
NUMBER OF COUPLED CONSTRAINT EQUATIONS = 163527
REDUCTION OF CONSTRAINTS AND RESTRAINTS:
NUMBER OF
CONSTRAINT MASTER DOF BEFORE REDUCTION = 984
COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 435
CONSTRAINT MASTER DOF AFTER REDUCTION = 549
L I N E A R E Q U A T I O N S O L U T I O N 14:18:00
FORMING STIFFNESS AT THE END OF CASE: -X MASS
USING MASS SOURCE: M-X
TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 358944
NUMBER OF NON-ZERO STIFFNESS TERMS = 7468536
---------------------------------
BASIC STABILITY CHECK FOR LINEAR LOAD CASES:
NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
(NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY,
SUCH AS REVIEWING EIGEN MODES FOR MECHANISMS AND RIGID-BODY MOTION)
NUMBER OF NEGATIVE EIGENVALUES = 3
* * * W A R N I N G * * *
THE STRUCTURE IS UNSTABLE OR ILL-CONDITIONED !!
CHECK THE STRUCTURE CAREFULLY FOR:
- INADEQUATE SUPPORT CONDITIONS, OR
- ONE OR MORE INTERNAL MECHANISMS, OR
- ZERO OR NEGATIVE STIFFNESS PROPERTIES, OR
- EXTREMELY LARGE STIFFNESS PROPERTIES, OR
- BUCKLING DUE TO P-DELTA OR GEOMETRIC NONLINEARITY, OR
- A FREQUENCY SHIFT (IF ANY) ONTO A NATURAL FREQUENCY
R I T Z M O D A L A N A L Y S I S 14:18:13
CASE: MODAL-X
USING STIFFNESS AT THE END OF CASE: -X MASS
USING MASS SOURCE: M-X
NUMBER OF STIFFNESS DEGREES OF FREEDOM = 358944
NUMBER OF MASS DEGREES OF FREEDOM = 144821
MAXIMUM NUMBER OF RITZ MODES SOUGHT = 60
MINIMUM NUMBER OF RITZ MODES SOUGHT = 1
NUMBER OF STARTING VECTORS = 4
VECTOR BLOCK SIZE = 6
FREQUENCY SHIFT (CENTER) (CYC/TIME) = .000000
* * * W A R N I N G * * *
THE STURM-SEQUENCE CHECK FOUND 3 EIGENVALUE(S) BELOW THE SHIFT,
RITZ ANALYSIS REQUIRES ALL EIGENVALUES TO BE ABOVE THE SHIFT
NUMBER OF RITZ MODES FOUND = 0
* * * W A R N I N G * * *
NO RITZ MODES WERE FOUND
N O N L I N E A R S T A T I C A N A L Y S I S 14:18:16
CASE: ~P-DELTA
STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS
USING MASS SOURCE: Mass Source
LOAD CONTROL TYPE = FORCE
TYPE OF GEOMETRIC NONLINEARITY = P-DELTA
USE EVENT STEPPING = YES
USE ITERATION = YES
USE LINE SEARCH = NO
EVENT LUMPING TOLERANCE = 0.010000
FORCE CONVERGENCE TOLERANCE (RELATIVE) = 0.000100
E L E M E N T F O R M A T I O N 14:18:16
NUMBER OF COUPLED CONSTRAINT EQUATIONS = 163527
REDUCTION OF CONSTRAINTS AND RESTRAINTS:
NUMBER OF
CONSTRAINT MASTER DOF BEFORE REDUCTION = 984
COUPLED CONSTRAINT/RESTRAINT MASTER DOF = 435
CONSTRAINT MASTER DOF AFTER REDUCTION = 549
Negative iterations are Constant-Stiffness
Positive iterations are Newton-Raphson
Saved Null Total Iteration Relative Curr Step Curr Sum Max Sum
Steps Steps Steps this Step Unbalance Size of Steps of Steps
( 1 50 200 -10/40 1.000000 1.000000 1.000000 1.000000)
0 0 1 -1 6142.660 1.000000 .000000 .000000
0 0 1 -2 1120.610 1.000000 .000000 .000000
0 0 1 -3 1372.562 1.000000 .000000 .000000
0 0 1 -4 3176.690 1.000000 .000000 .000000
0 0 1 -5 7391.396 1.000000 .000000 .000000
0 0 1 1 3971.303 1.000000 .000000 .000000
0 0 1 2 519.587274 1.000000 .000000 .000000
0 0 1 3 1885.050 1.000000 .000000 .000000
0 0 1 4 1556.450 1.000000 .000000 .000000
0 0 1 5 2392.017 1.000000 .000000 .000000
0 0 1 6 6949.234 1.000000 .000000 .000000
0 0 1 7 4067.799 1.000000 .000000 .000000
0 0 1 8 5445.580 1.000000 .000000 .000000
0 0 1 9 8330.480 1.000000 .000000 .000000
0 0 1 10 8408.829 1.000000 .000000 .000000
0 0 1 11 18739.544 1.000000 .000000 .000000
0 0 1 12 27143.570 1.000000 .000000 .000000
0 0 1 13 16560.572 1.000000 .000000 .000000
0 0 1 14 24394.775 1.000000 .000000 .000000
0 0 1 15 41598.086 1.000000 .000000 .000000
0 0 1 16 12868.472 1.000000 .000000 .000000
0 0 1 17 39604.675 1.000000 .000000 .000000
0 0 1 18 14391.637 1.000000 .000000 .000000
0 0 1 19 63708.453 1.000000 .000000 .000000
0 0 1 20 26550.022 1.000000 .000000 .000000
0 0 1 21 47304.928 1.000000 .000000 .000000
0 0 1 22 67365.047 1.000000 .000000 .000000
0 0 1 23 56318.622 1.000000 .000000 .000000
0 0 1 24 57269.153 1.000000 .000000 .000000
0 0 1 25 72380.539 1.000000 .000000 .000000
0 0 1 26 238908.492 1.000000 .000000 .000000
0 0 1 27 179960.559 1.000000 .000000 .000000
0 0 1 28 224369.430 1.000000 .000000 .000000
0 0 1 29 253303.573 1.000000 .000000 .000000
0 0 1 30 777907.342 1.000000 .000000 .000000
0 0 1 31 1.9792E+06 1.000000 .000000 .000000
0 0 1 32 2.5614E+06 1.000000 .000000 .000000
0 0 1 33 5.6630E+06 1.000000 .000000 .000000
0 0 1 34 1.0988E+07 1.000000 .000000 .000000
0 0 1 35 1.4594E+07 1.000000 .000000 .000000
0 0 1 36 8.1137E+06 1.000000 .000000 .000000
0 0 1 37 1.2555E+07 1.000000 .000000 .000000
0 0 1 38 2.3704E+07 1.000000 .000000 .000000
0 1 2 1 912.283487 0.500000 .000000 .000000
0 1 2 2 309.855602 0.500000 .000000 .000000
0 1 2 3 455.298411 0.500000 .000000 .000000
0 1 2 4 1030.098 0.500000 .000000 .000000
0 1 2 5 965.408680 0.500000 .000000 .000000
0 1 2 6 1525.671 0.500000 .000000 .000000
0 1 2 7 2173.229 0.500000 .000000 .000000
0 1 2 8 2164.424 0.500000 .000000 .000000
0 1 2 9 2910.484 0.500000 .000000 .000000
0 1 2 10 1339.235 0.500000 .000000 .000000
0 1 2 11 921.628486 0.500000 .000000 .000000
0 1 2 12 1717.882 0.500000 .000000 .000000
0 1 2 13 2943.035 0.500000 .000000 .000000
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0 24 34 39 747.712101 6.10E-05 0.000746 0.000746
0 24 34 1 1.020549 3.05E-05 0.000746 0.000746
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0 24 35 -1 1.069004 0.000122 0.000776 0.000776
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0 24 35 25 564.595260 0.000488 0.000776 0.000776
0 24 35 26 482.288025 0.000488 0.000776 0.000776
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0 24 35 32 33.341380 0.000488 0.000776 0.000776
0 24 35 33 68.987500 0.000488 0.000776 0.000776
0 24 35 34 33.547277 0.000488 0.000776 0.000776
0 24 35 35 131.174820 0.000488 0.000776 0.000776
0 24 35 1 1.354268 0.000244 0.000776 0.000776
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0 26 40 15 30.985552 0.000122 0.001020 0.001020
0 26 40 16 52.776512 0.000122 0.001020 0.001020
0 26 40 17 50.026518 0.000122 0.001020 0.001020
0 26 40 18 28.211043 0.000122 0.001020 0.001020
0 26 40 19 39.324506 0.000122 0.001020 0.001020
0 26 40 20 90.989642 0.000122 0.001020 0.001020
0 26 40 21 100.340585 0.000122 0.001020 0.001020
0 26 40 22 285.885567 0.000122 0.001020 0.001020
0 26 40 23 207.553151 0.000122 0.001020 0.001020
0 26 40 24 174.188860 0.000122 0.001020 0.001020
0 26 40 25 276.473366 0.000122 0.001020 0.001020
0 26 40 26 189.787891 0.000122 0.001020 0.001020
0 26 40 27 209.863707 0.000122 0.001020 0.001020
0 26 40 28 464.649904 0.000122 0.001020 0.001020
0 26 40 29 939.062112 0.000122 0.001020 0.001020
0 26 40 30 2020.058 0.000122 0.001020 0.001020
0 26 40 31 4617.334 0.000122 0.001020 0.001020
0 26 40 32 6693.785 0.000122 0.001020 0.001020
0 26 40 33 2421.404 0.000122 0.001020 0.001020
0 26 40 34 2717.677 0.000122 0.001020 0.001020
0 26 40 35 1468.650 0.000122 0.001020 0.001020
0 26 40 36 3909.188 0.000122 0.001020 0.001020
0 26 40 37 3211.035 0.000122 0.001020 0.001020
0 26 40 38 2097.015 0.000122 0.001020 0.001020
0 26 40 39 1112.869 0.000122 0.001020 0.001020
0 26 40 40 4330.795 0.000122 0.001020 0.001020
0 26 40 1 1.044277 6.10E-05 0.001020 0.001020
0 26 40 Conv 2 0.845845 6.10E-05 0.001081 0.001081
0 26 41 1 1.079053 0.000122 0.001081 0.001081
0 26 41 2 2.516925 0.000122 0.001081 0.001081
0 26 41 3 1.551833 0.000122 0.001081 0.001081
0 26 41 4 1.990088 0.000122 0.001081 0.001081
0 26 41 5 3.774082 0.000122 0.001081 0.001081
0 26 41 6 8.881182 0.000122 0.001081 0.001081
0 26 41 7 8.615886 0.000122 0.001081 0.001081
0 26 41 8 15.823045 0.000122 0.001081 0.001081
0 26 41 9 11.507333 0.000122 0.001081 0.001081
0 26 41 10 5.673763 0.000122 0.001081 0.001081
0 26 41 11 30.745074 0.000122 0.001081 0.001081
0 26 41 12 107.348142 0.000122 0.001081 0.001081
0 26 41 13 160.594807 0.000122 0.001081 0.001081
0 26 41 14 535.206129 0.000122 0.001081 0.001081
0 26 41 15 681.358427 0.000122 0.001081 0.001081
0 26 41 16 553.148607 0.000122 0.001081 0.001081
0 26 41 17 598.225976 0.000122 0.001081 0.001081
0 26 41 18 2762.730 0.000122 0.001081 0.001081
0 26 41 19 2365.864 0.000122 0.001081 0.001081
0 26 41 20 3624.557 0.000122 0.001081 0.001081
0 26 41 21 1604.946 0.000122 0.001081 0.001081
0 26 41 22 1345.890 0.000122 0.001081 0.001081
0 26 41 23 846.126202 0.000122 0.001081 0.001081
0 26 41 24 1149.625 0.000122 0.001081 0.001081
0 26 41 25 2900.196 0.000122 0.001081 0.001081
0 26 41 26 789.699539 0.000122 0.001081 0.001081
0 26 41 27 1129.636 0.000122 0.001081 0.001081
0 26 41 28 160.312155 0.000122 0.001081 0.001081
0 26 41 29 90.048225 0.000122 0.001081 0.001081
0 26 41 30 83.542213 0.000122 0.001081 0.001081
0 26 41 31 103.079249 0.000122 0.001081 0.001081
0 26 41 32 33.697794 0.000122 0.001081 0.001081
0 26 41 33 53.960966 0.000122 0.001081 0.001081
0 26 41 34 71.262730 0.000122 0.001081 0.001081
0 26 41 35 45.417677 0.000122 0.001081 0.001081
0 26 41 36 82.900310 0.000122 0.001081 0.001081
0 26 41 37 52.547249 0.000122 0.001081 0.001081
0 26 41 38 109.162992 0.000122 0.001081 0.001081
0 26 41 Conv -1 0.930753 6.10E-05 0.001143 0.001143
0 26 42 -1 1.192198 0.000122 0.001143 0.001143
0 26 42 -2 2.077057 0.000122 0.001143 0.001143
0 26 42 -3 5.892671 0.000122 0.001143 0.001143
0 26 42 -4 2.205626 0.000122 0.001143 0.001143
0 26 42 -5 4.167857 0.000122 0.001143 0.001143
0 26 42 -6 4.278314 0.000122 0.001143 0.001143
0 26 42 -7 5.510833 0.000122 0.001143 0.001143
0 26 42 1 1.051509 6.10E-05 0.001143 0.001143
0 26 42 2 1.736809 6.10E-05 0.001143 0.001143
0 26 42 3 1.746333 6.10E-05 0.001143 0.001143
0 26 42 4 2.572326 6.10E-05 0.001143 0.001143
0 26 42 5 3.265307 6.10E-05 0.001143 0.001143
0 26 42 6 5.808856 6.10E-05 0.001143 0.001143
0 26 42 7 22.528362 6.10E-05 0.001143 0.001143
0 26 42 8 14.617971 6.10E-05 0.001143 0.001143
0 26 42 9 16.252843 6.10E-05 0.001143 0.001143
0 26 42 10 10.309014 6.10E-05 0.001143 0.001143
0 26 42 11 14.570939 6.10E-05 0.001143 0.001143
0 26 42 12 9.132132 6.10E-05 0.001143 0.001143
0 26 42 13 30.785929 6.10E-05 0.001143 0.001143
0 26 42 14 50.162589 6.10E-05 0.001143 0.001143
0 26 42 15 84.173771 6.10E-05 0.001143 0.001143
0 26 42 16 106.837154 6.10E-05 0.001143 0.001143
0 26 42 17 45.435755 6.10E-05 0.001143 0.001143
0 26 42 18 56.253051 6.10E-05 0.001143 0.001143
0 26 42 19 140.431315 6.10E-05 0.001143 0.001143
0 26 42 20 190.480215 6.10E-05 0.001143 0.001143
0 26 42 21 50.197578 6.10E-05 0.001143 0.001143
0 26 42 22 49.276638 6.10E-05 0.001143 0.001143
0 26 42 23 76.768836 6.10E-05 0.001143 0.001143
0 26 42 24 64.021009 6.10E-05 0.001143 0.001143
0 26 42 25 28.452233 6.10E-05 0.001143 0.001143
0 26 42 26 25.478664 6.10E-05 0.001143 0.001143
0 26 42 27 51.154721 6.10E-05 0.001143 0.001143
0 26 42 28 25.306616 6.10E-05 0.001143 0.001143
0 26 42 29 45.171079 6.10E-05 0.001143 0.001143
0 26 42 30 35.378122 6.10E-05 0.001143 0.001143
0 26 42 31 36.416992 6.10E-05 0.001143 0.001143
0 26 42 32 39.798767 6.10E-05 0.001143 0.001143
0 26 42 33 18.622620 6.10E-05 0.001143 0.001143
0 26 42 34 56.355643 6.10E-05 0.001143 0.001143
0 26 42 35 69.355638 6.10E-05 0.001143 0.001143
0 26 42 36 60.513066 6.10E-05 0.001143 0.001143
0 26 42 37 53.638658 6.10E-05 0.001143 0.001143
0 26 42 38 90.273373 6.10E-05 0.001143 0.001143
0 27 43 Conv -1 0.975778 3.05E-05 0.001173 0.001173
0 27 44 -1 1.104488 6.10E-05 0.001173 0.001173
0 27 44 -2 1.036312 6.10E-05 0.001173 0.001173
0 27 44 -3 4.523105 6.10E-05 0.001173 0.001173
0 27 44 -4 2.220309 6.10E-05 0.001173 0.001173
0 27 44 -5 7.202451 6.10E-05 0.001173 0.001173
0 27 44 1 1.028160 3.05E-05 0.001173 0.001173
0 27 44 2 1.322360 3.05E-05 0.001173 0.001173
0 27 44 3 3.641414 3.05E-05 0.001173 0.001173
0 27 44 4 4.990665 3.05E-05 0.001173 0.001173
0 27 44 5 11.327576 3.05E-05 0.001173 0.001173
0 27 44 6 8.607552 3.05E-05 0.001173 0.001173
0 27 44 7 8.035698 3.05E-05 0.001173 0.001173
0 27 44 8 41.916488 3.05E-05 0.001173 0.001173
0 27 44 9 9.492463 3.05E-05 0.001173 0.001173
0 27 44 10 26.027369 3.05E-05 0.001173 0.001173
0 27 44 11 28.366353 3.05E-05 0.001173 0.001173
0 27 44 12 48.974088 3.05E-05 0.001173 0.001173
0 27 44 13 43.072644 3.05E-05 0.001173 0.001173
0 27 44 14 21.864189 3.05E-05 0.001173 0.001173
0 27 44 15 28.052018 3.05E-05 0.001173 0.001173
0 27 44 16 56.596550 3.05E-05 0.001173 0.001173
0 27 44 17 209.185674 3.05E-05 0.001173 0.001173
0 27 44 18 104.295812 3.05E-05 0.001173 0.001173
0 27 44 19 156.850542 3.05E-05 0.001173 0.001173
0 27 44 20 460.006450 3.05E-05 0.001173 0.001173
0 27 44 21 632.865675 3.05E-05 0.001173 0.001173
0 27 44 22 278.523572 3.05E-05 0.001173 0.001173
0 27 44 23 381.277797 3.05E-05 0.001173 0.001173
0 27 44 24 306.248827 3.05E-05 0.001173 0.001173
0 27 44 25 303.735027 3.05E-05 0.001173 0.001173
0 27 44 26 318.113314 3.05E-05 0.001173 0.001173
0 27 44 27 307.747492 3.05E-05 0.001173 0.001173
0 27 44 28 409.901673 3.05E-05 0.001173 0.001173
0 27 44 29 386.452282 3.05E-05 0.001173 0.001173
0 27 44 30 136.044264 3.05E-05 0.001173 0.001173
0 27 44 31 343.730031 3.05E-05 0.001173 0.001173
0 27 44 32 568.795011 3.05E-05 0.001173 0.001173
0 27 44 33 857.898250 3.05E-05 0.001173 0.001173
0 27 44 34 1594.175 3.05E-05 0.001173 0.001173
0 27 44 35 1493.630 3.05E-05 0.001173 0.001173
0 27 44 36 7721.650 3.05E-05 0.001173 0.001173
0 28 45 1 1.021580 1.53E-05 0.001173 0.001173
0 28 45 Conv 2 0.915563 1.53E-05 0.001188 0.001188
0 28 46 -1 0.912992 3.05E-05 0.001188 0.001188
0 28 46 -1 0.976823 6.10E-05 0.001188 0.001188
0 28 46 -1 1.170141 0.000244 0.001188 0.001188
0 28 46 -2 1.852546 0.000244 0.001188 0.001188
0 28 46 -3 3.222787 0.000244 0.001188 0.001188
0 28 46 -4 1.883103 0.000244 0.001188 0.001188
0 28 46 -5 3.215233 0.000244 0.001188 0.001188
0 28 46 -6 1.940820 0.000244 0.001188 0.001188
0 28 46 -7 5.022857 0.000244 0.001188 0.001188
0 28 46 1 1.041043 0.000122 0.001188 0.001188
0 28 46 Conv 2 0.899709 0.000122 0.001310 0.001310
0 28 47 1 1.322735 0.000244 0.001310 0.001310
0 28 47 2 1.560418 0.000244 0.001310 0.001310
0 28 47 3 1.756587 0.000244 0.001310 0.001310
0 28 47 4 5.960883 0.000244 0.001310 0.001310
0 28 47 5 4.725439 0.000244 0.001310 0.001310
0 28 47 6 4.161340 0.000244 0.001310 0.001310
0 28 47 7 34.899142 0.000244 0.001310 0.001310
0 28 47 8 7.772334 0.000244 0.001310 0.001310
0 28 47 9 8.328270 0.000244 0.001310 0.001310
0 28 47 10 21.478436 0.000244 0.001310 0.001310
0 28 47 11 139.683725 0.000244 0.001310 0.001310
0 28 47 12 307.130273 0.000244 0.001310 0.001310
0 28 47 13 762.065499 0.000244 0.001310 0.001310
0 28 47 14 7175.018 0.000244 0.001310 0.001310
0 28 47 15 11071.754 0.000244 0.001310 0.001310
0 28 47 16 4588.285 0.000244 0.001310 0.001310
0 28 47 17 1195.536 0.000244 0.001310 0.001310
0 28 47 18 420.921743 0.000244 0.001310 0.001310
0 28 47 19 360.901543 0.000244 0.001310 0.001310
0 28 47 20 101.176843 0.000244 0.001310 0.001310
0 28 47 21 495.737060 0.000244 0.001310 0.001310
0 28 47 22 96.771026 0.000244 0.001310 0.001310
0 28 47 23 501.172456 0.000244 0.001310 0.001310
0 28 47 24 320.325480 0.000244 0.001310 0.001310
0 28 47 25 142.562431 0.000244 0.001310 0.001310
0 28 47 26 164.666730 0.000244 0.001310 0.001310
0 28 47 27 214.367253 0.000244 0.001310 0.001310
0 28 47 28 1516.255 0.000244 0.001310 0.001310
0 28 47 1 1.156516 0.000122 0.001310 0.001310
0 28 47 2 1.415538 0.000122 0.001310 0.001310
0 28 47 Conv 3 0.931758 0.000122 0.001432 0.001432
0 28 48 1 1.298405 0.000244 0.001432 0.001432
0 28 48 2 3.095886 0.000244 0.001432 0.001432
0 28 48 3 4.184216 0.000244 0.001432 0.001432
0 28 48 4 5.355910 0.000244 0.001432 0.001432
0 28 48 5 4.686574 0.000244 0.001432 0.001432
0 28 48 6 7.043394 0.000244 0.001432 0.001432
0 28 48 7 4.351912 0.000244 0.001432 0.001432
0 28 48 8 4.406979 0.000244 0.001432 0.001432
0 28 48 9 4.974704 0.000244 0.001432 0.001432
0 28 48 10 16.013495 0.000244 0.001432 0.001432
0 28 48 11 17.354592 0.000244 0.001432 0.001432
0 28 48 12 15.714724 0.000244 0.001432 0.001432
0 28 48 13 9.759287 0.000244 0.001432 0.001432
0 28 48 14 10.194884 0.000244 0.001432 0.001432
0 28 48 15 10.118040 0.000244 0.001432 0.001432
0 28 48 16 6.505057 0.000244 0.001432 0.001432
0 28 48 17 10.942945 0.000244 0.001432 0.001432
0 28 48 18 15.178879 0.000244 0.001432 0.001432
0 28 48 19 32.461312 0.000244 0.001432 0.001432
0 28 48 20 56.266780 0.000244 0.001432 0.001432
0 28 48 21 74.445982 0.000244 0.001432 0.001432
0 28 48 22 42.381117 0.000244 0.001432 0.001432
0 28 48 23 51.883923 0.000244 0.001432 0.001432
0 28 48 24 44.773968 0.000244 0.001432 0.001432
0 28 48 25 43.801006 0.000244 0.001432 0.001432
0 28 48 26 74.845067 0.000244 0.001432 0.001432
0 28 48 27 165.159537 0.000244 0.001432 0.001432
0 28 48 28 161.330132 0.000244 0.001432 0.001432
0 28 48 29 222.578133 0.000244 0.001432 0.001432
0 28 48 30 632.108939 0.000244 0.001432 0.001432
0 28 48 31 507.437390 0.000244 0.001432 0.001432
0 28 48 32 168.239120 0.000244 0.001432 0.001432
0 28 48 33 118.657977 0.000244 0.001432 0.001432
0 28 48 34 116.468514 0.000244 0.001432 0.001432
0 28 48 35 1012.469 0.000244 0.001432 0.001432
0 28 48 -1 1.090840 0.000122 0.001432 0.001432
0 28 48 -2 1.555146 0.000122 0.001432 0.001432
0 28 48 -3 4.580527 0.000122 0.001432 0.001432
0 28 48 -4 25.284693 0.000122 0.001432 0.001432
0 28 48 1 1.090840 0.000122 0.001432 0.001432
0 28 48 2 1.555146 0.000122 0.001432 0.001432
0 28 48 3 4.155959 0.000122 0.001432 0.001432
0 28 48 4 8.278409 0.000122 0.001432 0.001432
0 28 48 5 6.931547 0.000122 0.001432 0.001432
0 28 48 6 7.455006 0.000122 0.001432 0.001432
0 28 48 7 9.497165 0.000122 0.001432 0.001432
0 28 48 8 22.599339 0.000122 0.001432 0.001432
0 28 48 9 17.559008 0.000122 0.001432 0.001432
0 28 48 10 3.711333 0.000122 0.001432 0.001432
0 28 48 11 7.310606 0.000122 0.001432 0.001432
0 28 48 12 5.866234 0.000122 0.001432 0.001432
0 28 48 13 6.365057 0.000122 0.001432 0.001432
0 28 48 14 13.455814 0.000122 0.001432 0.001432
0 28 48 15 13.589838 0.000122 0.001432 0.001432
0 28 48 16 14.650808 0.000122 0.001432 0.001432
0 28 48 17 12.337932 0.000122 0.001432 0.001432
0 28 48 18 7.661044 0.000122 0.001432 0.001432
0 28 48 19 22.717052 0.000122 0.001432 0.001432
0 28 48 20 22.081536 0.000122 0.001432 0.001432
0 28 48 21 11.714719 0.000122 0.001432 0.001432
0 28 48 22 19.945729 0.000122 0.001432 0.001432
0 28 48 23 19.387277 0.000122 0.001432 0.001432
0 28 48 24 39.461218 0.000122 0.001432 0.001432
0 28 48 25 36.048905 0.000122 0.001432 0.001432
0 28 48 26 126.886424 0.000122 0.001432 0.001432
0 28 48 27 53.877399 0.000122 0.001432 0.001432
0 28 48 28 137.918624 0.000122 0.001432 0.001432
0 28 48 29 84.763971 0.000122 0.001432 0.001432
0 28 48 30 133.739832 0.000122 0.001432 0.001432
0 28 48 31 422.512034 0.000122 0.001432 0.001432
0 29 49 1 1.060135 6.10E-05 0.001432 0.001432
0 29 49 2 1.910827 6.10E-05 0.001432 0.001432
0 29 49 3 3.793243 6.10E-05 0.001432 0.001432
0 29 49 4 9.902992 6.10E-05 0.001432 0.001432
0 29 49 5 56.178075 6.10E-05 0.001432 0.001432
0 29 49 6 71.831719 6.10E-05 0.001432 0.001432
0 29 49 7 42.015426 6.10E-05 0.001432 0.001432
0 29 49 8 44.375628 6.10E-05 0.001432 0.001432
0 29 49 9 107.254178 6.10E-05 0.001432 0.001432
0 29 49 10 93.263863 6.10E-05 0.001432 0.001432
0 29 49 11 171.613003 6.10E-05 0.001432 0.001432
0 29 49 12 238.427571 6.10E-05 0.001432 0.001432
0 29 49 13 290.468083 6.10E-05 0.001432 0.001432
0 29 49 14 1896.672 6.10E-05 0.001432 0.001432
0 29 49 15 2231.263 6.10E-05 0.001432 0.001432
0 29 49 16 1202.160 6.10E-05 0.001432 0.001432
0 29 49 17 2316.668 6.10E-05 0.001432 0.001432
0 29 49 18 3389.413 6.10E-05 0.001432 0.001432
0 29 49 19 1758.231 6.10E-05 0.001432 0.001432
0 29 49 20 226.251227 6.10E-05 0.001432 0.001432
0 29 49 21 141.538165 6.10E-05 0.001432 0.001432
0 29 49 22 263.108813 6.10E-05 0.001432 0.001432
0 29 49 23 46.041465 6.10E-05 0.001432 0.001432
0 29 49 24 42.325320 6.10E-05 0.001432 0.001432
0 29 49 25 23.323286 6.10E-05 0.001432 0.001432
0 29 49 26 76.477122 6.10E-05 0.001432 0.001432
0 29 49 27 118.073378 6.10E-05 0.001432 0.001432
0 29 49 28 285.929300 6.10E-05 0.001432 0.001432
0 29 49 29 127.056105 6.10E-05 0.001432 0.001432
0 29 49 30 40.860621 6.10E-05 0.001432 0.001432
0 29 49 31 43.408336 6.10E-05 0.001432 0.001432
0 29 49 32 25.385892 6.10E-05 0.001432 0.001432
0 29 49 33 58.884633 6.10E-05 0.001432 0.001432
0 29 49 34 27.648880 6.10E-05 0.001432 0.001432
0 29 49 35 17.809824 6.10E-05 0.001432 0.001432
0 29 49 36 25.264656 6.10E-05 0.001432 0.001432
0 29 49 37 11.892467 6.10E-05 0.001432 0.001432
0 29 49 38 9.164282 6.10E-05 0.001432 0.001432
0 29 49 39 24.843307 6.10E-05 0.001432 0.001432
0 29 49 40 12.372051 6.10E-05 0.001432 0.001432
0 29 49 41 33.193408 6.10E-05 0.001432 0.001432
0 30 50 Conv -1 0.973308 3.05E-05 0.001463 0.001463
0 30 51 -1 0.959067 6.10E-05 0.001463 0.001463
0 30 51 -1 1.148100 0.000122 0.001463 0.001463
0 30 51 -2 1.583339 0.000122 0.001463 0.001463
0 30 51 -3 3.897882 0.000122 0.001463 0.001463
0 30 51 -4 4.071589 0.000122 0.001463 0.001463
0 30 51 Conv -1 0.959067 6.10E-05 0.001524 0.001524
0 30 52 -1 1.134504 0.000122 0.001524 0.001524
0 30 52 -2 2.111634 0.000122 0.001524 0.001524
0 30 52 -3 2.108973 0.000122 0.001524 0.001524
0 30 52 -4 2.052811 0.000122 0.001524 0.001524
0 30 52 -5 3.385131 0.000122 0.001524 0.001524
0 30 52 1 1.048741 6.10E-05 0.001524 0.001524
0 30 52 2 1.831569 6.10E-05 0.001524 0.001524
0 30 52 3 2.079028 6.10E-05 0.001524 0.001524
0 30 52 4 2.112247 6.10E-05 0.001524 0.001524
0 30 52 5 3.449304 6.10E-05 0.001524 0.001524
0 30 52 6 5.142188 6.10E-05 0.001524 0.001524
0 30 52 7 10.696781 6.10E-05 0.001524 0.001524
0 30 52 8 7.780341 6.10E-05 0.001524 0.001524
0 30 52 9 6.810616 6.10E-05 0.001524 0.001524
0 30 52 10 7.655217 6.10E-05 0.001524 0.001524
0 30 52 11 15.944808 6.10E-05 0.001524 0.001524
0 30 52 12 15.200418 6.10E-05 0.001524 0.001524
0 30 52 13 34.693805 6.10E-05 0.001524 0.001524
0 30 52 14 25.742363 6.10E-05 0.001524 0.001524
0 30 52 15 39.433468 6.10E-05 0.001524 0.001524
0 30 52 16 66.418462 6.10E-05 0.001524 0.001524
0 30 52 17 27.642785 6.10E-05 0.001524 0.001524
0 30 52 18 81.061998 6.10E-05 0.001524 0.001524
0 30 52 19 189.059464 6.10E-05 0.001524 0.001524
0 30 52 20 526.187711 6.10E-05 0.001524 0.001524
0 30 52 21 215.537866 6.10E-05 0.001524 0.001524
0 30 52 22 256.056614 6.10E-05 0.001524 0.001524
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0 48 83 21 40106.232 7.45E-09 0.001570 0.001570
0 48 83 22 10368.093 7.45E-09 0.001570 0.001570
0 48 83 23 55069.047 7.45E-09 0.001570 0.001570
0 48 83 24 87163.507 7.45E-09 0.001570 0.001570
0 48 83 25 307773.453 7.45E-09 0.001570 0.001570
0 48 83 26 503787.613 7.45E-09 0.001570 0.001570
0 48 83 27 273567.996 7.45E-09 0.001570 0.001570
0 48 83 28 346280.684 7.45E-09 0.001570 0.001570
0 48 83 29 546541.686 7.45E-09 0.001570 0.001570
0 48 83 30 807015.017 7.45E-09 0.001570 0.001570
0 48 83 31 1.1040E+06 7.45E-09 0.001570 0.001570
0 48 83 32 3.9957E+06 7.45E-09 0.001570 0.001570
0 49 84 1 1.060359 3.73E-09 0.001570 0.001570
0 49 84 2 2.004601 3.73E-09 0.001570 0.001570
0 49 84 3 5.135527 3.73E-09 0.001570 0.001570
0 49 84 4 8.235442 3.73E-09 0.001570 0.001570
0 49 84 5 9.530440 3.73E-09 0.001570 0.001570
0 49 84 6 22.853100 3.73E-09 0.001570 0.001570
0 49 84 7 63.322329 3.73E-09 0.001570 0.001570
0 49 84 8 149.025081 3.73E-09 0.001570 0.001570
0 49 84 9 445.247951 3.73E-09 0.001570 0.001570
0 49 84 10 916.866935 3.73E-09 0.001570 0.001570
0 49 84 11 1727.636 3.73E-09 0.001570 0.001570
0 49 84 12 1836.741 3.73E-09 0.001570 0.001570
0 49 84 13 2770.381 3.73E-09 0.001570 0.001570
0 49 84 14 1392.383 3.73E-09 0.001570 0.001570
0 49 84 15 683.327213 3.73E-09 0.001570 0.001570
0 49 84 16 149.901191 3.73E-09 0.001570 0.001570
0 49 84 17 540.340178 3.73E-09 0.001570 0.001570
0 49 84 18 758.279502 3.73E-09 0.001570 0.001570
0 49 84 19 940.381549 3.73E-09 0.001570 0.001570
0 49 84 20 885.056821 3.73E-09 0.001570 0.001570
0 49 84 21 3074.428 3.73E-09 0.001570 0.001570
0 49 84 22 775.400769 3.73E-09 0.001570 0.001570
0 49 84 23 444.074088 3.73E-09 0.001570 0.001570
0 49 84 24 817.356095 3.73E-09 0.001570 0.001570
0 49 84 25 687.218211 3.73E-09 0.001570 0.001570
0 49 84 26 2621.527 3.73E-09 0.001570 0.001570
0 49 84 27 3675.157 3.73E-09 0.001570 0.001570
0 49 84 28 1111.848 3.73E-09 0.001570 0.001570
0 49 84 29 5831.728 3.73E-09 0.001570 0.001570
0 49 84 30 19324.456 3.73E-09 0.001570 0.001570
* * * W A R N I N G * * *
MAXIMUM NUMBER OF NULL STEPS REACHED FOR
CASE: ~P-DELTA
SUBSEQUENT RESULTS WILL NOT BE AVAILABLE
NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS = 2019
TIME FOR INITIALIZING ANALYSIS = 252.38
TIME FOR CONTROLLING ANALYSIS = 36.35
TIME FOR UPDATING LOADS AND STATE = 3196.19
TIME FOR FORMING STIFFNESS MATRIX = 710.66
TIME FOR SOLVING STIFFNESS MATRIX = 20951.68
TIME FOR CALCULATING DISPLACEMENTS = 3824.18
TIME FOR DETERMINING EVENTS = 281.73
TIME FOR SAVING RESULTS = 17.86
----------
TOTAL TIME FOR THIS ANALYSIS = 29271.03
R E S P O N S E - S P E C T R U M A N A L Y S I S 22:26:07
CASE: RS X (0 DEG)
TYPE OF EXCITATION = STANDARD GROUND ACCELERATION
USING MODES FROM CASE: MODAL
USING MASS SOURCE: Mass Source
* * * W A R N I N G * * *
COULD NOT SOLVE
CASE: RS X (0 DEG)
THE PREREQUISITE CASE DID NOT COMPLETE SUCCESSFULLY
R E S P O N S E - S P E C T R U M A N A L Y S I S 22:26:07
CASE: RS Y (0 DEG)
TYPE OF EXCITATION = STANDARD GROUND ACCELERATION
USING MODES FROM CASE: MODAL
USING MASS SOURCE: Mass Source
* * * W A R N I N G * * *
COULD NOT SOLVE
CASE: RS Y (0 DEG)
THE PREREQUISITE CASE DID NOT COMPLETE SUCCESSFULLY
R E S P O N S E - S P E C T R U M A N A L Y S I S 22:26:07
CASE: RS Z (0 DEG)
TYPE OF EXCITATION = STANDARD GROUND ACCELERATION
USING MODES FROM CASE: MODAL
USING MASS SOURCE: Mass Source
* * * W A R N I N G * * *
COULD NOT SOLVE
CASE: RS Z (0 DEG)
THE PREREQUISITE CASE DID NOT COMPLETE SUCCESSFULLY
R E S P O N S E - S P E C T R U M A N A L Y S I S 22:26:07
CASE: RS X (45 DEG)
TYPE OF EXCITATION = STANDARD GROUND ACCELERATION
USING MODES FROM CASE: MODAL
USING MASS SOURCE: Mass Source
* * * W A R N I N G * * *
COULD NOT SOLVE
CASE: RS X (45 DEG)
THE PREREQUISITE CASE DID NOT COMPLETE SUCCESSFULLY
R E S P O N S E - S P E C T R U M A N A L Y S I S 22:26:07
CASE: RS Y (45 DEG)
TYPE OF EXCITATION = STANDARD GROUND ACCELERATION
USING MODES FROM CASE: MODAL
USING MASS SOURCE: Mass Source
* * * W A R N I N G * * *
COULD NOT SOLVE
CASE: RS Y (45 DEG)
THE PREREQUISITE CASE DID NOT COMPLETE SUCCESSFULLY
R E S P O N S E - S P E C T R U M A N A L Y S I S 22:26:07
CASE: RS Z (45 DEG)
TYPE OF EXCITATION = STANDARD GROUND ACCELERATION
USING MODES FROM CASE: MODAL
USING MASS SOURCE: Mass Source
* * * W A R N I N G * * *
COULD NOT SOLVE
CASE: RS Z (45 DEG)
THE PREREQUISITE CASE DID NOT COMPLETE SUCCESSFULLY
R E S P O N S E - S P E C T R U M A N A L Y S I S 22:26:07
CASE: RS X +YECC (0 DEG)
TYPE OF EXCITATION = STANDARD GROUND ACCELERATION
USING MODES FROM CASE: MODAL+Y
USING MASS SOURCE: M+Y
* * * W A R N I N G * * *
COULD NOT SOLVE
CASE: RS X +YECC (0 DEG)
THE PREREQUISITE CASE DID NOT COMPLETE SUCCESSFULLY
R E S P O N S E - S P E C T R U M A N A L Y S I S 22:26:07
CASE: RS X -YECC (0 DEG)
TYPE OF EXCITATION = STANDARD GROUND ACCELERATION
USING MODES FROM CASE: MODAL-Y
USING MASS SOURCE: M-Y
* * * W A R N I N G * * *
COULD NOT SOLVE
CASE: RS X -YECC (0 DEG)
THE PREREQUISITE CASE DID NOT COMPLETE SUCCESSFULLY
R E S P O N S E - S P E C T R U M A N A L Y S I S 22:26:07
CASE: RS Y +XECC (0 DEG)
TYPE OF EXCITATION = STANDARD GROUND ACCELERATION
USING MODES FROM CASE: MODAL+X
USING MASS SOURCE: M+X
* * * W A R N I N G * * *
COULD NOT SOLVE
CASE: RS Y +XECC (0 DEG)
THE PREREQUISITE CASE DID NOT COMPLETE SUCCESSFULLY
R E S P O N S E - S P E C T R U M A N A L Y S I S 22:26:07
CASE: RS Y -XECC (0 DEG)
TYPE OF EXCITATION = STANDARD GROUND ACCELERATION
USING MODES FROM CASE: MODAL-X
USING MASS SOURCE: M-X
* * * W A R N I N G * * *
COULD NOT SOLVE
CASE: RS Y -XECC (0 DEG)
THE PREREQUISITE CASE DID NOT COMPLETE SUCCESSFULLY
R E S P O N S E - S P E C T R U M A N A L Y S I S 22:26:07
CASE: RS X ECC (45 DEG)
TYPE OF EXCITATION = STANDARD GROUND ACCELERATION
USING MODES FROM CASE: MODAL
USING MASS SOURCE: Mass Source
* * * W A R N I N G * * *
COULD NOT SOLVE
CASE: RS X ECC (45 DEG)
THE PREREQUISITE CASE DID NOT COMPLETE SUCCESSFULLY
R E S P O N S E - S P E C T R U M A N A L Y S I S 22:26:07
CASE: RS Y ECC (45 DEG)
TYPE OF EXCITATION = STANDARD GROUND ACCELERATION
USING MODES FROM CASE: MODAL
USING MASS SOURCE: Mass Source
* * * W A R N I N G * * *
COULD NOT SOLVE
CASE: RS Y ECC (45 DEG)
THE PREREQUISITE CASE DID NOT COMPLETE SUCCESSFULLY
A N A L Y S I S C O M P L E T E 2021/08/23 22:26:07