

 SAFE 2016 Post Tensioning 16.0.2 (Analysis Build 9548/64)
 File: C:\Users\Alireza\Desktop\Isa Irani\SAFE File\SAFE.LOG




 B E G I N   A N A L Y S I S                                2021/02/10  00:40:08


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

 NUMBER OF JOINTS                          =        2734
    WITH RESTRAINTS                        =          24
 NUMBER OF FRAME/CABLE/TENDON ELEMENTS     =         429
 NUMBER OF SHELL ELEMENTS                  =        2206
 NUMBER OF LINK/SUPPORT ELEMENTS           =        8824
 NUMBER OF LOAD PATTERNS                   =          66
 NUMBER OF ACCELERATION LOADS              =           9
 NUMBER OF LOAD CASES                      =          42

 ADDRESSABLE PHYSICAL MEMORY (RAM)         =       7.899 GB

 PARALLELIZATION OF ANALYSIS OPERATIONS:
 (Env. variable SAPFIRE_NUM_THREADS        =           0)
 NUMBER OF THREADS: STATE (AUTOMATIC)      =           2
 NUMBER OF THREADS: STIFFNESS (AUTOMATIC)  =           2
 NUMBER OF THREADS: EVENT (AUTOMATIC)      =           2
 NUMBER OF THREADS: MOVE (AUTOMATIC)       =           2
 NUMBER OF THREADS: RESPONSE (AUTOMATIC)   =           2
 NUMBER OF THREADS: SOLVE (AUTOMATIC)      =           2


 E L E M E N T   F O R M A T I O N                                      00:40:11



 L I N E A R   E Q U A T I O N   S O L U T I O N                        00:40:12

 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =        8154
 NUMBER OF NON-ZERO STIFFNESS TERMS        =      101586

 ---------------------------------
 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                                  00:40:12

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF CASES TO SOLVE            =          30
 NUMBER OF CASES TO SOLVE PER BLOCK        =          30

 LINEAR STATIC CASES TO BE SOLVED:

 CASE: DEAD
 CASE: LIVE
 CASE: LROOF
 CASE: LPART
 CASE: SNOW
 CASE: MASS
 CASE: EXALL+0.3EY(1/3)
 CASE: EXALL+0.3EY(2/3)
 CASE: EXALL+0.3EY(3/3)
 CASE: EXALL-0.3EY(1/3)
 CASE: EXALL-0.3EY(2/3)
 CASE: EXALL-0.3EY(3/3)
 CASE: EYALL+0.3EX(1/3)
 CASE: EYALL+0.3EX(2/3)
 CASE: EYALL+0.3EX(3/3)
 CASE: EYALL-0.3EX(1/3)
 CASE: EYALL-0.3EX(2/3)
 CASE: EYALL-0.3EX(3/3)
 CASE: ~TORSIONSXPN
 CASE: ~TORSIONSYPN
 CASE: ~TORSIONSXPN+0.3SY
 CASE: ~TORSIONSYPN+0.3SX
 CASE: EX
 CASE: EY
 CASE: EXALL(1/3)
 CASE: EXALL(2/3)
 CASE: EXALL(3/3)
 CASE: EYALL(1/3)
 CASE: EYALL(2/3)
 CASE: EYALL(3/3)


 E X T E R N A L   M O D A L   A N A L Y S I S                          00:40:15

 CASE: MODAL1

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 NUMBER OF MODES                           =          18


 Solving modes:       1 to      18
 NUMBER OF MODES SAVED                     =          18


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      00:40:17

 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   1.40E-06   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.001395   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             =        0.28
 TIME FOR UPDATING LOADS AND STATE         =        0.77
 TIME FOR FORMING STIFFNESS MATRIX         =        0.37
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.60
 TIME FOR CALCULATING DISPLACEMENTS        =        0.13
 TIME FOR DETERMINING EVENTS               =        0.04
 TIME FOR SAVING RESULTS                   =        0.05
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        2.26


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      00:40:20

 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   1.30E-06   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.001396   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            =        0.04
 TIME FOR CONTROLLING ANALYSIS             =        0.28
 TIME FOR UPDATING LOADS AND STATE         =        0.85
 TIME FOR FORMING STIFFNESS MATRIX         =        0.39
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.57
 TIME FOR CALCULATING DISPLACEMENTS        =        0.16
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        2.31


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      00:40:22

 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   1.29E-06   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.001096   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            =        0.04
 TIME FOR CONTROLLING ANALYSIS             =        0.25
 TIME FOR UPDATING LOADS AND STATE         =        0.70
 TIME FOR FORMING STIFFNESS MATRIX         =        0.29
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.48
 TIME FOR CALCULATING DISPLACEMENTS        =        0.11
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.89


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      00:40:24

 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   0.022220   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.022256   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.21
 TIME FOR UPDATING LOADS AND STATE         =        0.60
 TIME FOR FORMING STIFFNESS MATRIX         =        0.30
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.45
 TIME FOR CALCULATING DISPLACEMENTS        =        0.10
 TIME FOR DETERMINING EVENTS               =        0.04
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.73


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      00:40:26

 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   0.265554   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.266577   0.001004   0.002004   0.002004
      0       0       3  Conv   -1   0.266720   0.001033   0.003037   0.003037
      0       0       4  Conv   -1   0.266786   0.001266   0.004304   0.004304
      0       0       5  Conv   -1   0.266793   0.001734   0.006038   0.006038
      0       0       6  Conv   -1   0.266714   0.993962   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  =           7

 TIME FOR INITIALIZING ANALYSIS            =        0.04
 TIME FOR CONTROLLING ANALYSIS             =        0.23
 TIME FOR UPDATING LOADS AND STATE         =        1.40
 TIME FOR FORMING STIFFNESS MATRIX         =        0.63
 TIME FOR SOLVING STIFFNESS MATRIX         =        1.30
 TIME FOR CALCULATING DISPLACEMENTS        =        0.31
 TIME FOR DETERMINING EVENTS               =        0.04
 TIME FOR SAVING RESULTS                   =        0.08
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        4.03


 R E S P O N S E - S P E C T R U M   A N A L Y S I S                    00:40:30

 CASE: SX

 TYPE OF EXCITATION                        = STANDARD GROUND ACCELERATION

 USING MODES FROM CASE: MODAL1
 NUMBER OF DYNAMIC MODES TO BE USED        =          18


 R E S P O N S E - S P E C T R U M   A N A L Y S I S                    00:40:30

 CASE: SXPN

 TYPE OF EXCITATION                        = STANDARD GROUND ACCELERATION

 USING MODES FROM CASE: MODAL1
 NUMBER OF DYNAMIC MODES TO BE USED        =          18


 R E S P O N S E - S P E C T R U M   A N A L Y S I S                    00:40:30

 CASE: SY

 TYPE OF EXCITATION                        = STANDARD GROUND ACCELERATION

 USING MODES FROM CASE: MODAL1
 NUMBER OF DYNAMIC MODES TO BE USED        =          18


 R E S P O N S E - S P E C T R U M   A N A L Y S I S                    00:40:30

 CASE: SYPN

 TYPE OF EXCITATION                        = STANDARD GROUND ACCELERATION

 USING MODES FROM CASE: MODAL1
 NUMBER OF DYNAMIC MODES TO BE USED        =          18


 R E S P O N S E - S P E C T R U M   A N A L Y S I S                    00:40:30

 CASE: SXPN+0.3SY

 TYPE OF EXCITATION                        = STANDARD GROUND ACCELERATION

 USING MODES FROM CASE: MODAL1
 NUMBER OF DYNAMIC MODES TO BE USED        =          18


 R E S P O N S E - S P E C T R U M   A N A L Y S I S                    00:40:30

 CASE: SYPN+0.3SX

 TYPE OF EXCITATION                        = STANDARD GROUND ACCELERATION

 USING MODES FROM CASE: MODAL1
 NUMBER OF DYNAMIC MODES TO BE USED        =          18


 A N A L Y S I S   C O M P L E T E                          2021/02/10  00:40:30
