

 SAFE 2016 Post Tensioning 16.0.2 (Analysis Build 9548/64)
 File: C:\Users\ASUS\Desktop\Esmaiel Taghi zade\SAFE.LOG




 B E G I N   A N A L Y S I S                                2021/07/03  18:10:38


 RUNNING ANALYSIS AS A SEPARATE PROCESS
 USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION)

 NUMBER OF JOINTS                          =        1881
    WITH RESTRAINTS                        =          19
 NUMBER OF FRAME/CABLE/TENDON ELEMENTS     =         256
 NUMBER OF SHELL ELEMENTS                  =        1728
 NUMBER OF LINK/SUPPORT ELEMENTS           =        6912
 NUMBER OF LOAD PATTERNS                   =          10
 NUMBER OF ACCELERATION LOADS              =           9
 NUMBER OF LOAD CASES                      =          20

 ADDRESSABLE PHYSICAL MEMORY (RAM)         =      15.855 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


 E L E M E N T   F O R M A T I O N                                      18:10:38



 L I N E A R   E Q U A T I O N   S O L U T I O N                        18:10:39

 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =        5605
 NUMBER OF NON-ZERO STIFFNESS TERMS        =       75355

 ---------------------------------
 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         =           0,  OK.
 ---------------------------------


 L I N E A R   S T A T I C   C A S E S                                  18:10:39

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF CASES TO SOLVE            =           5
 NUMBER OF CASES TO SOLVE PER BLOCK        =           5

 LINEAR STATIC CASES TO BE SOLVED:

 CASE: DEAD
 CASE: LIVE
 CASE: SUPERDEAD
 CASE: EX
 CASE: EY


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:39

 CASE: UDCONU1-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   4.06E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   3.25E-05   0.999000   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.10
 TIME FOR UPDATING LOADS AND STATE         =        0.20
 TIME FOR FORMING STIFFNESS MATRIX         =        0.11
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.25
 TIME FOR CALCULATING DISPLACEMENTS        =        0.06
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.74


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:40

 CASE: UDCONU2-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   3.86E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   2.92E-05   0.999000   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.09
 TIME FOR UPDATING LOADS AND STATE         =        0.17
 TIME FOR FORMING STIFFNESS MATRIX         =        0.12
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.21
 TIME FOR CALCULATING DISPLACEMENTS        =        0.05
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.68


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:40

 CASE: UDCONU3-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   0.001705   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.001705   0.999000   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.08
 TIME FOR UPDATING LOADS AND STATE         =        0.16
 TIME FOR FORMING STIFFNESS MATRIX         =        0.13
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.18
 TIME FOR CALCULATING DISPLACEMENTS        =        0.06
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.63


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:41

 CASE: UDCONU4-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   1.94E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   1.56E-05   0.999000   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.09
 TIME FOR UPDATING LOADS AND STATE         =        0.18
 TIME FOR FORMING STIFFNESS MATRIX         =        0.11
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.19
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.62


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:42

 CASE: UDCONU5-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   2.76E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   2.00E-05   0.999000   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.09
 TIME FOR UPDATING LOADS AND STATE         =        0.17
 TIME FOR FORMING STIFFNESS MATRIX         =        0.12
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.17
 TIME FOR CALCULATING DISPLACEMENTS        =        0.05
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.66


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:42

 CASE: UDCONU6-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   3.70E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   3.30E-05   0.999000   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.10
 TIME FOR UPDATING LOADS AND STATE         =        0.20
 TIME FOR FORMING STIFFNESS MATRIX         =        0.13
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.22
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.69


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:43

 CASE: UDCONU7-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.347229   0.001000    .000000    .000000
      0       0       1  Conv   -2   0.622706   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.631419   0.001012   0.002012   0.002012
      0       0       3  Conv   -1   0.632975   0.001007   0.003019   0.003019
      0       0       4  Conv   -1   0.633030   0.001060   0.004079   0.004079
      0       0       5  Conv   -1   0.633166   0.001017   0.005095   0.005095
      0       0       6  Conv   -1   0.633257   0.001810   0.006905   0.006905
      0       0       7  Conv   -1   0.633301   0.002876   0.009781   0.009781
      0       0       8  Conv   -1   0.633319   0.001307   0.011088   0.011088
      0       0       9  Conv   -1   0.633322   0.013961   0.025049   0.025049
      0       0      10  Conv   -1   0.633323   0.008753   0.033802   0.033802
      0       0      11  Conv   -1   0.633324   0.008634   0.042436   0.042436
      0       0      12  Conv   -1   0.633324   0.670949   0.713385   0.713385
      0       0      13  Conv   -1   0.633324   0.286615   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =          14

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.09
 TIME FOR UPDATING LOADS AND STATE         =        0.73
 TIME FOR FORMING STIFFNESS MATRIX         =        0.53
 TIME FOR SOLVING STIFFNESS MATRIX         =        1.16
 TIME FOR CALCULATING DISPLACEMENTS        =        0.29
 TIME FOR DETERMINING EVENTS               =        0.03
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        2.86


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:46

 CASE: UDCONU8-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   0.738899   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.750673   0.001014   0.002014   0.002014
      0       0       3  Conv   -1   0.751493   0.001122   0.003136   0.003136
      0       0       4  Conv   -1   0.751826   0.001251   0.004387   0.004387
      0       0       5  Conv   -1   0.752016   0.001267   0.005654   0.005654
      0       0       6  Conv   -1   0.752073   0.001273   0.006927   0.006927
      0       0       7  Conv   -1   0.752102   0.001521   0.008447   0.008447
      0       0       8  Conv   -1   0.752124   0.002034   0.010481   0.010481
      0       0       9  Conv   -1   0.752149   0.001092   0.011573   0.011573
      0       0      10  Conv   -1   0.752149   0.129995   0.141569   0.141569
      0       0      11  Conv   -1   0.752149   0.858431   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =          12

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.10
 TIME FOR UPDATING LOADS AND STATE         =        0.59
 TIME FOR FORMING STIFFNESS MATRIX         =        0.45
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.97
 TIME FOR CALCULATING DISPLACEMENTS        =        0.22
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.05
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        2.40


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:48

 CASE: UDCONU9-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.775660   0.001000    .000000    .000000
      0       0       1         -2   1.134202   0.001000    .000000    .000000
      0       0       1  Conv   -3   0.796467   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.856457   0.001011   0.002011   0.002011
      0       0       3  Conv   -1   0.868311   0.001094   0.003106   0.003106
      0       0       4  Conv   -1   0.869532   0.001272   0.004377   0.004377
      0       0       5  Conv   -1   0.869852   0.001272   0.005649   0.005649
      0       0       6  Conv   -1   0.870267   0.001981   0.007631   0.007631
      0       0       7  Conv   -1   0.870461   0.001286   0.008917   0.008917
      0       0       8  Conv   -1   0.870503   0.001893   0.010810   0.010810
      0       0       9  Conv   -1   0.870512   0.002526   0.013336   0.013336
      0       0      10  Conv   -1   0.870564   0.001838   0.015175   0.015175
      0       0      11  Conv   -1   0.870615   0.001167   0.016342   0.016342
      0       0      12  Conv   -1   0.870615   0.001058   0.017400   0.017400
      0       0      13  Conv   -1   0.870667   0.001590   0.018990   0.018990
      0       0      14  Conv   -1   0.870668   0.006516   0.025506   0.025506
      0       0      15  Conv   -1   0.870670   0.039697   0.065203   0.065203
      0       0      16  Conv   -1   0.870672   0.013040   0.078243   0.078243
      0       0      17  Conv   -1   0.870672   0.253354   0.331597   0.331597
      0       0      18  Conv   -1   0.870672   0.668403   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =          19

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.09
 TIME FOR UPDATING LOADS AND STATE         =        1.04
 TIME FOR FORMING STIFFNESS MATRIX         =        0.72
 TIME FOR SOLVING STIFFNESS MATRIX         =        1.68
 TIME FOR CALCULATING DISPLACEMENTS        =        0.37
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.08
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        3.99


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:52

 CASE: UDCONU10-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   0.278989   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.279621   0.001030   0.002030   0.002030
      0       0       3  Conv   -1   0.279701   0.001635   0.003666   0.003666
      0       0       4  Conv   -1   0.279701   0.006086   0.009752   0.009752
      0       0       5  Conv   -1   0.279702   0.001335   0.011086   0.011086
      0       0       6  Conv   -1   0.279702   0.004963   0.016049   0.016049
      0       0       7  Conv   -1   0.279702   0.049325   0.065374   0.065374
      0       0       8  Conv   -1   0.279702   0.220010   0.285383   0.285383
      0       0       9  Conv   -1   0.279702   0.714617   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =          10

 TIME FOR INITIALIZING ANALYSIS            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.10
 TIME FOR UPDATING LOADS AND STATE         =        0.49
 TIME FOR FORMING STIFFNESS MATRIX         =        0.41
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.84
 TIME FOR CALCULATING DISPLACEMENTS        =        0.20
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        2.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:54

 CASE: COMB1-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   4.86E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   2.50E-05   0.999000   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.09
 TIME FOR UPDATING LOADS AND STATE         =        0.17
 TIME FOR FORMING STIFFNESS MATRIX         =        0.14
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.19
 TIME FOR CALCULATING DISPLACEMENTS        =        0.06
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.66


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:55

 CASE: COMB2-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   0.052838   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.052840   0.001230   0.002230   0.002230
      0       0       3  Conv   -1   0.052840   0.997770   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           4

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.10
 TIME FOR UPDATING LOADS AND STATE         =        0.22
 TIME FOR FORMING STIFFNESS MATRIX         =        0.11
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.29
 TIME FOR CALCULATING DISPLACEMENTS        =        0.10
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.05
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.87


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:56

 CASE: COMB3-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   2.85E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   2.26E-05   0.999000   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.09
 TIME FOR UPDATING LOADS AND STATE         =        0.17
 TIME FOR FORMING STIFFNESS MATRIX         =        0.10
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.20
 TIME FOR CALCULATING DISPLACEMENTS        =        0.05
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.62


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:56

 CASE: COMB4-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   2.22E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   2.27E-05   0.999000   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.10
 TIME FOR UPDATING LOADS AND STATE         =        0.20
 TIME FOR FORMING STIFFNESS MATRIX         =        0.12
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.18
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.63


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      18:10:57

 CASE: COMB5-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 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      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   2.85E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   2.26E-05   0.999000   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  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.15
 TIME FOR FORMING STIFFNESS MATRIX         =        0.14
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.17
 TIME FOR CALCULATING DISPLACEMENTS        =        0.07
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.64


 A N A L Y S I S   C O M P L E T E                          2021/07/03  18:10:58
