ESPECTROESPECTRO DE ACELERACIONESParametros Ssmicos:FactorZonaZSistema EstructuralRZona3: CostaZ = 0.401: Selva0.151: (Acero) Prticos dctiles9.5CategoraC: ComunesU = 1.02: Sierra0.32: (Acero) Arriostres Excntricos6.5Tipo de suelo2: IntermedioS = 1.23: Costa0.43: (Acero) Arriostres en Cruz6.0Sistema estructural Rx4: (Concr) PorticosR = 8.0CategoraU% S/C4: (Concr) Porticos8.0Sistema estructural Ry4: (Concr) PorticosR = 8.0A: Esenciales1.550%5: (Concr) Dual7.0RegularidadI: IrregularRi = 0.75B: Importantes1.350%6: (Concr) de Muros Estructurales6.0Element. Resistentes2: Prticos ms ascensorCt = 45C: Comunes1.025%7: (Concr) Muros de Duct. Limitada4.0Tp = 0.6Tipo de sueloTpS8: (Albaileria) Armada o Confinada3.0Altura del edificio H=18.60m1: Roca o muy rgido0.419: (Madera) esfuerzos admisibles7.02: Intermedio0.61.2Elementos ResistentesCtPeriodoT=0.41s3: Flexible0.91.41: Slo prticos35Ordenada espectralC=2.50RegularidadRi2: Prticos ms ascensor45Coeficiente ssmicoCs=0.200ZUSC/RI: Irregular0.753: Albailera y slo muros60Aceleracin espectralSa=1.96m/s2R: Regular1.00Cs=Ssmo de diseo o demanda de diseo(Para el anlisis esttico equivalente en el software)Sa=SUZC/R * gTp Lmite:2 segIntervalo0.2TSxSyCCsCs0.001.9621.9622.500.2000.2000.601.9621.9622.500.2000.2000.801.3691.3691.740.1400.1401.001.0361.0361.320.1060.1061.200.8250.8251.050.0840.0841.400.6800.6800.870.0690.0691.600.5760.5760.730.0590.0591.800.4970.4970.630.0510.0512.000.4360.4360.560.0440.0442.500.2000.2002.500.2000.200

Cs se ingresa en el prog. para realizar el anlisis estatico

ESPECTRO

Espectro Direccin XEspectro Direccin YPeriodo T (seg)Aceleracin Espectral (m/sg2)

Caso 1CALCULO DEL CORTANTE EN LA BASE PARA EL CASO ESTATICORESULTADOS DE ANALISIS MODALModal informatin/buildin modal information/modadl masa ratiosModePeriodFrecuenciaMasa efectiva total(s)(Hertz)XYModePeriodUXUYUZSumUXSumUYSumUZRXRYRZSumRXSumRYSumRZ10.3183.1435.346.7210.3181535.33536.71705.33536.71708.66046.965269.06978.66046.965269.069720.2134.70372.648.3620.21264267.30761.6414072.64288.358402.178586.50927.92310.838993.474476.992630.1795.57877.0277.5930.1792634.381369.2361077.024177.5946087.99965.37525.347398.838598.849582.339940.08611.56277.8778.9040.0864890.84611.3081077.870278.902700.35710.078811.633199.195698.928393.97350.05219.39995.2078.9850.05154917.32520.0747095.195478.977400.00930.88920.618399.204999.817694.591360.04621.52995.3794.3260.0464480.170815.3384095.366194.315800.5550.00070.851299.759899.818395.442570.04124.26895.4495.2270.0412070.07730.9088095.443495.224500.03710.00143.199.796999.819898.542480.02540.19395.4595.2380.024880.0110.0064095.454495.230900.00060.00011.224399.797699.819899.766790.02441.10599.1495.2490.0243283.68270.0138099.137195.244700.00040.1610.130599.797999.980999.8973100.02245.36699.1799.19100.0220430.02833.9403099.165499.18500.18620.00150.041399.984199.982399.9386110.01661.98199.9999.20110.0161340.82920.0119099.994699.196900.00020.01750.052899.984499.999899.9914120.01567.815100.00100.00120.0147460.00540.8031010010000.01560.00020.0086100100100Total100%100%FACTOR DE AMPLIFICACION SISMICAC=2.5*(Tp/T)C=0.125Tp0.6Tx0.221Ty0.179Direccin XCx6.792.5Rx6.00Cx/Rx1.13OKDireccin YCy8.382.5Ry6.00Cy/Ry1.40OKModel definition/Buildin data/masa data/table diafragma masa datePISODIAFRAGMASA(Tn)PESO(Tnf)StoryDiaphragmMassXMassYMMIXMYMNIVEL 4D412.56123.21NIVEL 4D412.559512.5595440.63876.0226.124NIVEL 3D314.43141.53NIVEL 3D314.427214.4272492.79046.0466.309NIVEL 2D214.43141.53NIVEL 2D214.427214.4272492.79046.0466.309NIVEL 1D114.84145.56NIVEL 1D114.838214.8382504.19136.0516.344551.83Direccin XDireccin YVx Esttico110.37tnVy Esttico132.44tnTx0.22Tx0.18Z0.40Z0.40U1.00U1.20Cx2.50Cy2.50S1.20S1.20P551.83P551.83Rx6.00Ry6.00Analisis resulta/buildin ouput/History shearsCALCULO DE FACTORES DE ESCALA:INICIALCORREGIDOStoryLoadLocPVXVYTMXMYStoryLoadLocPVXVYTMXMYV Est REG.80.00%V Est REG.80.00%NIVEL 4SXTop023.175.96193.74100NIVEL 4SXTop025.956.68216.9900V Est IREG.90.00%V Est IREG.90.00%NIVEL 4SXBottom023.175.96193.74116.162.55NIVEL 4SXBottom025.956.68216.9918.03270.056Direccin XDireccin XNIVEL 4SYTop05.7623.13144.76200NIVEL 4SYTop06.425.68160.68600Vx Din56.29Vy Din56.88NIVEL 4SYBottom05.7623.13144.76262.45515.559NIVEL 4SYBottom06.425.68160.68669.32517.27Vx Est110.37Vy Est132.44NIVEL 3SXTop039.8910.83343.78616.162.55NIVEL 3SXTop044.6712.13385.04118.03270.056% Vx Est51.00%% Vy Est42.95%NIVEL 3SXBottom039.8910.83343.78645.263168.65NIVEL 3SXBottom044.6712.13385.04150.694188.888Vx Est mn88.29Vy Est mn105.95NIVEL 3SYTop010.5240.15254.80162.45515.559NIVEL 3SYTop011.6744.57282.82969.32517.27Factor (Fx)1.57Factor (Fx)1.86NIVEL 3SYBottom010.5240.15254.801169.24743.885NIVEL 3SYBottom011.6744.57282.829187.86448.712NIVEL 2SXTop050.5313.75440.24645.263168.65NIVEL 2SXTop056.615.4493.07550.694188.888NIVEL 2SXBottom050.5313.75440.24682.256300.997NIVEL 2SXBottom056.615.4493.07592.127337.117NIVEL 2SYTop013.5751.12329.224169.24743.885NIVEL 2SYTop015.0656.74365.438187.86448.712NIVEL 2SYBottom013.5751.12329.224303.56680.365NIVEL 2SYBottom015.0656.74365.438336.95889.205NIVEL 1SXTop056.2914.97489.15182.256300.997NIVEL 1SXTop063.0516.77547.84992.127337.117NIVEL 1SXBottom056.2914.97489.151131.471480.645NIVEL 1SXBottom063.0516.77547.849147.248538.322CHEQUEO DE DESPLAZAMIENTOS:NIVEL 1SYTop014.9756.88370.69303.56680.365NIVEL 1SYTop016.6263.14411.466336.95889.205EJE XNIVEL 1SYBottom014.9756.88370.69485.848129.505NIVEL 1SYBottom016.6263.14411.466539.291143.75Rx=8D/hi (Max) =0.007STORYLOADDrift XDrift X(0.75 Rx)DESPLAZAMIENTOS CON EL CORTANTE CORREGIDONIVEL 4SX0.0002710.00163OKEJE XNIVEL 3SX0.0003110.00187OKStoryItemLoadPointXYZDriftXDriftYNIVEL 2SX0.0003040.00182OKNIVEL 4Max Drift XSX291212.2811.40.000271NIVEL 1SX0.0001680.00101OKNIVEL 4Max Drift YSX10011.40.000151NIVEL 3Max Drift XSX291212.288.70.000311EJE YNIVEL 3Max Drift YSX24012.288.70.000183Ry=8D/hi (Max) =0.007NIVEL 2Max Drift XSX291212.2860.000304STORYLOADDrift XDrift X(0.75 Rx)NIVEL 2Max Drift YSX24012.2860.000192NIVEL 4SY0.0002230.001OKNIVEL 1Max Drift XSX291212.283.30.000168NIVEL 3SY0.0002460.001OKNIVEL 1Max Drift YSX24012.283.30.00011NIVEL 2SY0.0002330.001OKNIVEL 1SY0.0001390.001OKEJE YStoryItemLoadPointXYZDriftXDriftYNIVEL 4Max Drift XSY512011.40.000167NIVEL 4Max Drift YSY10011.40.000223NIVEL 3Max Drift XSY51208.70.000204NIVEL 3Max Drift YSY24012.288.70.000246NIVEL 2Max Drift XSY512060.000219NIVEL 2Max Drift YSY24012.2860.000233NIVEL 1Max Drift XSY51203.30.000133NIVEL 1Max Drift YSY291212.283.30.000139

Cx