nonsap5.out

非线性有限元程序

1***  EX. 5   S. S. PLATE  ***                                                                                                       
                                                                                                                                     
                                                                                                                                     
 C O N T R O L  I N F O R M A T I O N                                                                                                
                                                                                                                                     
     NUMBER OF NODAL POINTS  . . . . . . . . . . (NUMNP)   =   42                                                                    
                                                                                                                                     
     MASTER X-TRANSLATION CODE . . . . . . . . . (IDOF(1)) =    0                                                                    
                                                                                                                                     
     MASTER Y-TRANSLATION CODE . . . . . . . . . (IDOF(2)) =    0                                                                    
                                                                                                                                     
     MASTER Z-TRANSLATION CODE . . . . . . . . . (IDOF(3)) =    0                                                                    
                                                                                                                                     
     MASTER X-ROTATION    CODE . . . . . . . . . (IDOF(4)) =    1                                                                    
                                                                                                                                     
     MASTER Y-ROTATION    CODE . . . . . . . . . (IDOF(5)) =    1                                                                    
                                                                                                                                     
     MASTER Z-ROTATION    CODE . . . . . . . . . (IDOF(6)) =    1                                                                    
                                                                                                                                     
     NUMBER OF LINEAR ELEMENT GROUPS . . . . . . (NEGL)    =    1                                                                    
                                                                                                                                     
     NUMBER OF NONLINEAR ELEMENT GROUPS  . . . . (NEGNL)   =    0                                                                    
                                                                                                                                     
     SOLUTION MODE . . . . . . . . . . . . . . . (MODEX)   =    1                                                                    
        EQ.0, DATA CHECK                                                                                                             
        EQ.1, EXECUTION                                                                                                              
        EQ.2, RESTART                                                                                                                
                                                                                                                                     
     NUMBER OF TIME STEPS  . . . . . . . . . . . (NSTE)    =   10                                                                    
                                                                                                                                     
     TIME STEP INCREMENT . . . . . . . . . . . . (DT)  = 0.2000D-02                                                                  
                                                                                                                                     
     TIME AT SOLUTION START  . . . . . . . . . (TSTART)= 0.0                                                                         
                                                                                                                                     
     PRINTING INTERVAL . . . . . . . . . . . . . (IPRI)    =    5                                                                    
                                                                                                                                     
     MASS MATRIX CODE  . . . . . . . . . . . . . (IMASS)   =    2                                                                    
        EQ.0, NO MASS EFFECTS                                                                                                        
        EQ.1, LUMPED MASS                                                                                                            
        EQ.2, CONSISTENT MASS                                                                                                        
                                                                                                                                     
     DAMPING MATRIX CODE . . . . . . . . . . . . (IDAMP)   =    0                                                                    
        EQ.0, NO RAYLEIGH DAMPING                                                                                                    
        EQ.1, RAYLEIGH DAMPING                                                                                                       
                                                                                                                                     
     NUMBER OF NODAL MASSES  . . . . . . . . . . (IMASSN)  =    0                                                                    
                                                                                                                                     
     NUMBER OF NODAL DAMPERS . . . . . . . . . . (IDAMPN)  =    0                                                                    
                                                                                                                                     
     FREQUENCIES SOLUTION CODE . . . . . . . . . (IEIG)    =    1                                                                    
        EQ.0, NO FREQUENCIES SOLUTION                                                                                                
        EQ.1, FREQUENCIES AND MODE SHAPES                                                                                            
              ARE DETERMINED                                                                                                         
                                                                                                                                     
     NUMBER OF TIME STEPS BETWEEN REFORMING                                                                                          
       EFFECTIVE STIFFNESS MATRIX  . . . . . . . (ISREF)   =   11                                                                    
                                                                                                                                     
     NUMBER OF ALLOWABLE STIFFNESS REFORMATIONS                                                                                      
       IN EACH TIME STEP . . . . . . . . . . . . (NUMREF)  =    0                                                                    
                                                                                                                                     
     NUMBER OF TIME STEPS BETWEEN                                                                                                    
       EQUILIBRIUM ITERATIONS  . . . . . . . . . (IEQUIT)  =   11                                                                    
                                                                                                                                     
     MAXIMUM NUMBER OF EQUILIBRIUM                                                                                                   
       ITERATIONS PERMITTED  . . . . . . . . . . (ITEMAX)  =   15                                                                    
                                                                                                                                     
     CONVERGENCE TOLERANCE . . . . . . . . . . . (RTOL)= 0.10D-02                                                                    
                                                                                                                                     
                                                                                                                                     
 A N A L Y S I S  T Y P E                                                                                                            
                                                                                                                                     
     TIME DEPENDENCY CODE  . . . . . . . . . . . (ISTAT)   =    1                                                                    
        EQ.0, STATIC ANALYSIS                                                                                                        
        EQ.1, DYNAMIC ANALYSIS                                                                                                       
                                                                                                                                     
     NONLINEARITY CODE . . . . . . . . . . . . . (KLIN)    =    0                                                                    
        EQ.0, LINEAR ANALYSIS                                                                                                        
        EQ.1, NONLINEAR ANALYSIS                                                                                                     
                                                                                                                                     
     TIME INTEGRATION CODE . . . . . . . . . . . (IOPE)    =    1                                                                    
        EQ.1, WILSONS THETA METHOD                                                                                                   
        EQ.2, NEWMARKS METHOD                                                                                                        
                                                                                                                                     
     INTEGRATION PARAMETER . . . . . . . . . . . (THETA)   = 1.40                                                                    
                                                                                                                                     
                                                                                                                                     
 D I S P / V E L / A C C   P R I N T O U T   C O D E                                                                                 
                                                                                                                                     
     NUMBER OF BLOCKS OF NODAL PRINTOUT  . . . . . . (NPB) =    2                                                                    
                                                                                                                                     
     DISPLACEMENT PRINTOUT CODE  . . . . . . . . . . (IDC) =    1                                                                    
        EQ.0, NO PRINTING OF DISPLACEMENTS                                                                                           
        EQ.1, PRINT DISPLACEMENTS                                                                                                    
                                                                                                                                     
     VELOCITY PRINTOUT CODE  . . . . . . . . . . . . (IVC) =    0                                                                    
        EQ.0, NO PRINTING OF VELOCITIES                                                                                              
        EQ.1, PRINT VELOCITIES