Hoja1ANALISIS SISMICO DINAMICOSUELO MUY RIGIDO - EXPECTRODATOSTCEDIFICIO :4PISOSPesos para el analisis sismicoC=2,502.50CIUDAD :HUANCAYOPiso 1 =211.410.42.50fc :2100TON/M2Piso 2 =201.810.52.00Ec :2173706TON/M2Piso 3 =201.810.61.67uc :0.2Piso 4 =166.1470.71.43VT40500.81.25VL50500.91.11g =9.8111.00a=15.51.10.91b=16.41.20.831.30.77SOLUCIONC=1/T1.40.711.50.67EXCENTRICIDAD ACCIDENTAL1.60.63ex =0.775m1.70.59ey =0.82m1.80.561.90.53MASAS A NIVEL DE ENTREPISOSPERIODOS DE VIBRACION20.50PISO 4 2.10.48MODOPERIODO2.20.45Mt(4) =16.9365T.s2/m11.34082.30.43Mr(4) =718.6860T.s2/m21.19522.40.4230.97892.50.40PISO 340.28852.60.3750.26882.70.34Mt(3) =20.5719T.s2/m60.21392.80.32Mr(3) =872.9500T.s2/m70.15172.90.3080.135930.28 PISO 23.50.20C=2,5/T240.16Mt(2) =20.5719T.s2/mFUERZA INTERNACOMUN (SISMO X)COMUN (SISMO Y)4.50.12Mr(2) =872.9500T.s2/mNmax50.10Vmax5.50.08 PISO 1Mmax60.076.50.06Mt(1) =21.5505T.s2/m70.05Mr(1) =914.4758T.s2/m80.04CONTROL DE DESPLAZAMIENTO LATERALESFACTOR DE ESCALASISMO XPISODESPLAZAMIENTOCONTROLCUMPLEF.E =ZUSg =0.39854R32Z =0.251U =1.3S =1R =8SISMO YPISODESPLAZAMIENTOCONTROLCUMPLE4321