

 SAFE 2016 Post Tensioning 16.0.0 (Analysis Build 9520/32)
 File: C:\Users\Alireza\Desktop\Abolfazl Maleki - Concrete\SAFE\SAFE FILE.LOG




 B E G I N   A N A L Y S I S                                2017/01/29  09:18:35


 RUNNING ANALYSIS WITHIN THE GUI PROCESS
 USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION)

 NUMBER OF JOINTS                          =         560
    WITH RESTRAINTS                        =           9
 NUMBER OF FRAME/CABLE/TENDON ELEMENTS     =         153
 NUMBER OF SHELL ELEMENTS                  =         407
 NUMBER OF LINK/SUPPORT ELEMENTS           =        1628
 NUMBER OF LOAD PATTERNS                   =          20
 NUMBER OF ACCELERATION LOADS              =           9
 NUMBER OF LOAD CASES                      =          17

 ADDRESSABLE PHYSICAL MEMORY (RAM)         =       2.000 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                                      09:18:35



 L I N E A R   E Q U A T I O N   S O L U T I O N                        09:18:35

 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =        1662
 NUMBER OF NON-ZERO STIFFNESS TERMS        =       19749

 ---------------------------------
 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                                  09:18:36

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF CASES TO SOLVE            =          12
 NUMBER OF CASES TO SOLVE PER BLOCK        =          12

 LINEAR STATIC CASES TO BE SOLVED:

 CASE: DEAD
 CASE: LIVE
 CASE: LPART
 CASE: LROOF
 CASE: SNOW
 CASE: EX
 CASE: EY
 CASE: MASS
 CASE: EX+0.3EY
 CASE: EX-0.3EY
 CASE: EY+0.3EX
 CASE: EY-0.3EX


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:18:36

 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   2.23E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   1.97E-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             =        0.22
 TIME FOR UPDATING LOADS AND STATE         =        0.12
 TIME FOR FORMING STIFFNESS MATRIX         =        0.20
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.47
 TIME FOR CALCULATING DISPLACEMENTS        =        0.15
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.21


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:18:37

 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   3.45E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   3.15E-06   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             =        0.25
 TIME FOR UPDATING LOADS AND STATE         =        0.12
 TIME FOR FORMING STIFFNESS MATRIX         =        0.11
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.46
 TIME FOR CALCULATING DISPLACEMENTS        =        0.27
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.22


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:18:38

 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   4.15E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   3.97E-06   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             =        0.28
 TIME FOR UPDATING LOADS AND STATE         =        0.16
 TIME FOR FORMING STIFFNESS MATRIX         =        0.09
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.52
 TIME FOR CALCULATING DISPLACEMENTS        =        0.16
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.21


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:18:40

 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   3.12E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   3.66E-06   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             =        0.26
 TIME FOR UPDATING LOADS AND STATE         =        0.17
 TIME FOR FORMING STIFFNESS MATRIX         =        0.11
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.57
 TIME FOR CALCULATING DISPLACEMENTS        =        0.17
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:18:41

 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   4.02E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   3.12E-06   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             =        0.23
 TIME FOR UPDATING LOADS AND STATE         =        0.17
 TIME FOR FORMING STIFFNESS MATRIX         =        0.09
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.49
 TIME FOR CALCULATING DISPLACEMENTS        =        0.17
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.15


 A N A L Y S I S   C O M P L E T E                          2017/01/29  09:18:42
