espectro sismico

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Espectro de Sismo Horizontal Página 1 ESPECTRO DE SISMO SEGÚN NORMA E-030 Categoria Edificio A U 1.50 Zona Sísmica 3 Z 0.40 Tipo de Suelo S1 Tp (s) 0.40 S 1.00 Coeficicente de red. Concreto Armado, de Muros Estructurales R 3.00 EstructReg(1),Irreg(2) 1 R a usar = 3.000 factor a escalar 1.000 T (s) C ZUCS/R 0.00 2.50 4.9050 0.02 2.50 4.9050 0.04 2.50 4.9050 0.06 2.50 4.9050 0.08 2.50 4.9050 0.10 2.50 4.9050 0.12 2.50 4.9050 0.14 2.50 4.9050 0.16 2.50 4.9050 0.18 2.50 4.9050 0.20 2.50 4.9050 0.25 2.50 4.9050 0.30 2.50 4.9050 0.35 2.50 4.9050 0.40 2.50 4.9050 0.45 2.22 4.3600 0.50 2.00 3.9240 0.55 1.82 3.5673 0.60 1.67 3.2700 0.65 1.54 3.0185 0.70 1.43 2.8029 0.75 1.33 2.6160 0.80 1.25 2.4525 0.85 1.18 2.3082 0.90 1.11 2.1800 0.95 1.05 2.0653 1.00 1.00 1.9620 2.00 0.50 0.9810 2.40 0.42 0.8175 2.50 0.40 0.7848 3.00 0.33 0.6540 4.00 0.25 0.4905 5.00 0.20 0.3924 6.00 0.17 0.3270 7.00 0.14 0.2803 8.00 0.13 0.2453 9.00 0.11 0.2180 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 ESPECTRO DE SISMO NORMA E-030 2003 Sa PERIODO T ZUCS/R S a = ZUCS R xg ( Aceleración Espectral) C=2.5 x T P T ; C2.5 ( C=Factor de Amplificación Sísmica )

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espectro e.030

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Espectro de Sismo HorizontalESPECTRO DE SISMO SEGN NORMA E-030Categoria EdificioAU1.50Zona Ssmica3Z0.40Tipo de SueloS1Tp (s)0.40S1.00Coeficicente de red.Concreto Armado, de Muros EstructuralesComponente convectivoR3.00EstructReg(1),Irreg(2)1Acero, Porticos Ductiles con Uniones Resistentes a MomentosR a usar =3.000Acero, Arriostres Excntricosfactor a escalar1.000Acero, Arriostres en CruzConcreto Armado, PorticosT (s)CC/RZUCS/RConcreto Armado, Dual218819.7888674610.002.500.83334.9050Concreto Armado, de Muros Estructurales218819.7892188197.890.022.500.83334.9050Muros de Ductilidad Limitada2188197.890.042.500.83334.9050Albaileria Armada o Confinada0.062.500.83334.9050Madera (Por Esfuerzos Admisibles)0.082.500.83334.90500.310.102.500.83334.90501.610.122.500.83334.90501.80.142.500.83334.905010.162.500.83334.9050200.182.500.83334.9050Nq7.40.202.500.83334.9050Ny50.252.500.83334.9050Nc17.70.302.500.83334.905030.95720.352.500.83334.90507.73930.402.500.83334.90500.452.220.74074.36000.502.000.66673.92400.551.820.60613.56730.601.670.55563.27000.651.540.51283.01850.701.430.47622.80290.751.330.44442.61600.801.250.41672.45250.851.180.39222.30820.901.110.37042.18000.951.050.35092.06531.001.000.33331.96202.000.500.16670.98102.400.420.13890.81752.500.400.13330.78483.000.330.11110.65404.000.250.08330.49055.000.200.06670.39246.000.170.05560.32707.000.140.04760.28038.000.130.04170.24539.000.110.03700.218010.000.100.03330.1962

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Espectro de Sismo Horizontal

SaPERIODO TZUCS/RESPECTRO DE SISMO NORMA E-030 2003

Datos a ExportarSismo SeveroSismo Moderado0.000004.905000.000002.452500.020004.905000.020002.452500.040004.905000.040002.452500.060004.905000.060002.452500.080004.905000.080002.452500.100004.905000.100002.452500.120004.905000.120002.452500.140004.905000.140002.452500.160004.905000.160002.452500.180004.905000.180002.452500.200004.905000.200002.452500.250004.905000.250002.452500.300004.905000.300002.452500.350004.905000.350002.452500.400004.905000.400002.452500.450004.360000.450002.180000.500003.924000.500001.962000.550003.567270.550001.783640.600003.270000.600001.635000.650003.018460.650001.509230.700002.802860.700001.401430.750002.616000.750001.308000.800002.452500.800001.226250.850002.308240.850001.154120.900002.180000.900001.090000.950002.065260.950001.032631.000001.962001.000000.981002.000000.981002.000000.490503.000000.654003.000000.327004.000000.490504.000000.245255.000000.392405.000000.196206.000000.327006.000000.163507.000000.280297.000000.140148.000000.245258.000000.122639.000000.218009.000000.1090010.000000.1962010.000000.09810

PARAMETROSCATEGORIA EDIFICIOFACTOR UA1.5B1.3C1.0D0.6ZONA SISMICAZ10.1520.3030.40TIPO DE SUELOTP (s)SS10.41S20.61.2S30.91.4S41.30.9RCoef Regularestado RR3Acero, Arriostres en Cruz6.00011.00regularR2Acero, Arriostres Excntricos6.50020.75irregularR1Acero, Porticos Ductiles con Uniones Resistentes a Momentos9.500R8Albaileria Armada o Confinada3.000R6Concreto Armado, de Muros Estructurales6.000R5Concreto Armado, Dual7.000R4Concreto Armado, Porticos8.000R9Madera (Por Esfuerzos Admisibles)7.000R7Muros de Ductilidad Limitada4.000

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MBD0002D909.unknown

MBD0002EDF9.unknown