SAP2000 v14.1.0 Advanced (Analysis Build 8813/32) File: C:\Users\store\Document...ructuras\Clases Prácticas\ejemplorepasoMz=1.LOG B E G I N A N A L Y S I S 2011/05/02 10:45:30 RUNNING ANALYSIS WITHIN THE GUI PROCESS USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION) E L E M E N T F O R M A T I O N 10:45:30 L I N E A R E Q U A T I O N S O L U T I O N 10:45:30 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS TOTAL NUMBER OF EQUILIBRIUM EQUATIONS = 18 NUMBER OF NON-ZERO STIFFNESS TERMS = 135 NUMBER OF EIGENVALUES BELOW SHIFT = 0 L I N E A R S T A T I C C A S E S 10:45:30 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS TOTAL NUMBER OF CASES TO SOLVE = 2 NUMBER OF CASES TO SOLVE PER BLOCK = 2 LINEAR STATIC CASES TO BE SOLVED: CASE: DEAD CASE: ACASE1 E I G E N M O D A L A N A L Y S I S 10:45:30 CASE: MODAL USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS NUMBER OF STIFFNESS DEGREES OF FREEDOM = 18 NUMBER OF MASS DEGREES OF FREEDOM = 9 MAXIMUM NUMBER OF EIGEN MODES SOUGHT = 12 MINIMUM NUMBER OF EIGEN MODES SOUGHT = 1 NUMBER OF RESIDUAL-MASS MODES SOUGHT = 0 NUMBER OF SUBSPACE VECTORS USED = 9 RELATIVE CONVERGENCE TOLERANCE = 1.00E-09 FREQUENCY SHIFT (CENTER) (CYC/TIME) = .000000 FREQUENCY CUTOFF (RADIUS) (CYC/TIME) = -INFINITY- ALLOW AUTOMATIC FREQUENCY SHIFTING = YES * * * W A R N I N G * * * NUMBER OF MODES SOUGHT REDUCED TO THE NUMBER OF MASS DEGREES OF FREEDOM Original stiffness at shift : EV= 0.0000000E+00, f= .000000, T= -INFINITY- Number of eigenvalues below shift = 0 Iteration Approximations to next 5 eigenvalues, from shift EV= 0.0000000E+00 1 2.2272762E-01 1.0296038E+00 5.5927265E+01 2.1357490E+02 6.3987507E+02 Found mode 1 of 9: EV= 2.2272762E-01, f= 0.075112, T= 13.313518 Found mode 2 of 9: EV= 1.0296038E+00, f= 0.161494, T= 6.192197 Found mode 3 of 9: EV= 5.5927265E+01, f= 1.190233, T= 0.840172 Found mode 4 of 9: EV= 2.1357490E+02, f= 2.325922, T= 0.429937 Found mode 5 of 9: EV= 6.3987507E+02, f= 4.025944, T= 0.248389 Found mode 6 of 9: EV= 4.7114121E+03, f= 10.924352, T= 0.091539 Found mode 7 of 9: EV= 8.5317671E+05, f= 147.007546, T= 0.006802 Found mode 8 of 9: EV= 2.2628110E+06, f= 239.411092, T= 0.004177 Found mode 9 of 9: EV= 2.5610078E+06, f= 254.698027, T= 0.003926 NUMBER OF EIGEN MODES FOUND = 9 NUMBER OF ITERATIONS PERFORMED = 1 NUMBER OF STIFFNESS SHIFTS = 0 A N A L Y S I S C O M P L E T E 2011/05/02 10:45:30