2013 R024 Edif Plaza Egaña P1 InformeEjecutivo

15-11-2013

PROYECTO : 2013-R024 Edif Plaza Egaña-P1ARCHIVO : 2013-R024 Edif Plaza Egaña-P1

SICMHA Versión 2.1 - 2013

ANALISIS SISMICO

Analisis Sismico Realizado con Etabs 9.7.2Unidades: T-m

Parámetros NCh433 Of.96 Modificada 2009 + Decreto No.61 - 2011:

Categoria Edificio : C (II)Importancia : 1Zona Sísmica : 2Tipo Suelo : CRo : 11R : 7Ao [g] : 0.3

Sismo X :

En la Direccion de la Solicitación :

Peso Sísmico : 20033.65 [Ton]Corte Basal Mínimo : 1051.77 [Ton] 5.25 % P-TotalCorte Basal Máximo : 2208.71 [Ton] 11.03 % P-TotalPeriodo Predominante : 0.77 [s]Corte Elástico : 6072.15 [Ton]R* : 8.00Factor de Mayoración : 1.39Factor de Minoración : 1.00R** : 5.77Corte Basal Efectivo : 1051.77 [Ton] 5.25 % P-TotalMomento Volcante : 37882.88 [Ton*m]Brazo de Palanca [Mb/Qb] : 36.02 [m] 56.52 % H-Total

Despl. Ultimo (δux = 1.3*Sd): 16.95 [cm]

Corte Elástico desde Etabs :

Corte Basal Elástico : 6072.05 [Ton]

En la Direccion perpendicular a la Solicitación :

Corte Basal Efectivo : 134.10 [Ton] 12.75 % QbMomento Volcante : 5441.41 [Ton*m] 14.36 % Mb

Sismo Y :

En la Direccion de la Solicitación :

Peso Sísmico : 20033.65 [Ton]Corte Basal Mínimo : 1051.77 [Ton] 5.25 % P-TotalCorte Basal Máximo : 2208.71 [Ton] 11.03 % P-TotalPeriodo Predominante : 0.96 [s]Corte Elastico : 4499.82 [Ton]R* : 8.55Factor de Mayoración : 2.00Factor de Minoración : 1.00R** : 4.28Corte Basal Efectivo : 1051.77 [Ton] 5.25 % P-TotalMomento Volcante : 34953.09 [Ton*m]Brazo de Palanca [Mb/Qb] : 32.88 [m] 51.59 % H-Total

Despl. Ultimo (δuy = 1.3*Sd): 22.04 [cm]

Corte Elástico desde Etabs :

Corte Basal Elástico : 4499.69 [Ton]

En la Direccion perpendicular a la Solicitación :

Corte Basal Efectivo : 176.57 [Ton] 16.61 % QbMomento Volcante : 6991.84 [Ton*m] 20.00 % Mb

25-11-2013



PROPIEDADES POR PISO

Piso H [m] Z [m] Lx [m] Ly [m] Peso [Ton] Xcg [m] Ycg [m] Xcr [m] Ycr [m] Area [m²] P/A [Ton/m²]CP18 2.47 63.73 13.44 20.18 162.16 17.87 22.82 18.97 22.67 186.21 0.87

TERRAZ 1.50 61.26 18.42 22.19 265.72 15.83 22.01 15.87 22.30 268.72 0.99CP17 2.47 59.76 25.83 24.36 519.85 17.49 22.02 18.97 22.30 513.48 1.01CP16 2.47 57.29 26.18 24.36 516.64 17.66 22.06 18.97 22.30 516.24 1.00CP15 2.47 54.82 26.18 24.36 515.78 17.65 22.06 18.97 22.30 516.24 1.00CP14 2.47 52.35 26.18 24.36 516.02 17.65 22.06 18.97 22.30 516.24 1.00CP13 2.47 49.88 26.18 24.36 516.04 17.65 22.06 18.97 22.30 516.24 1.00CP12 2.47 47.41 26.18 24.36 516.03 17.65 22.06 18.97 22.30 516.24 1.00CP11 2.47 44.94 26.18 24.36 516.03 17.65 22.06 18.97 22.30 516.24 1.00CP10 2.47 42.47 26.18 24.36 515.87 17.65 22.06 18.97 22.30 516.24 1.00CP9 2.47 40.00 26.18 24.36 515.49 17.66 22.05 18.97 22.30 516.24 1.00CP8 2.47 37.53 26.18 24.36 516.03 17.66 22.06 18.97 22.30 516.24 1.00CP7 2.47 35.06 32.26 38.26 778.29 18.61 20.64 18.97 22.30 813.64 0.96CP6 2.47 32.59 32.26 38.26 799.78 18.68 20.56 19.94 19.88 825.02 0.97CP5 2.47 30.12 32.26 38.26 799.28 18.68 20.55 19.94 19.88 825.02 0.97CP4 2.47 27.65 32.26 38.26 799.39 18.68 20.55 19.94 19.88 825.02 0.97CP3 2.47 25.18 32.26 38.26 896.02 18.74 20.53 19.94 19.88 827.32 1.08CP2 2.47 22.71 32.26 38.26 921.90 18.68 20.53 19.95 19.88 827.32 1.11CP1 2.47 20.24 32.26 38.26 917.41 19.32 20.18 19.46 19.87 840.94 1.09S1 3.34 17.77 37.40 37.12 1748.59 17.78 20.48 19.47 19.86 1289.46 1.36S2 3.47 14.43 37.40 37.12 1562.02 17.67 19.76 19.42 19.88 1289.46 1.21S3 3.00 10.96 37.40 37.12 1388.31 17.70 19.78 19.41 19.87 1289.46 1.08S4 2.90 7.96 37.40 37.12 1349.62 17.66 19.65 18.14 18.25 1289.46 1.05S5 2.03 5.06 37.40 37.12 1228.02 17.71 19.77 17.76 19.88 1289.46 0.95S6 3.03 3.03 37.40 37.12 1253.38 17.98 20.24 17.76 19.88 1289.46 0.97

Mass Source : 1*PP + 0.25*SC + 1*CM

Altura Total : 63.73 [m]Altura sobre '0.0' : 63.73 [m]

Peso Total : 20033.65 [Ton]Area Total : 19135.60 [m²]P/A Total : 1.05 [Ton/m²]

35-11-2013



PERIODOS

Modo Periodo % Mx % My % Mz % Mx Acum % My Acum % Mz Acum1 0.963 0.98 35.20 4.31 0.98 35.20 4.312 0.770 44.68 0.31 1.84 45.66 35.51 6.153 0.647 0.77 8.51 23.09 46.43 44.02 29.244 0.264 0.17 12.87 3.22 46.60 56.89 32.455 0.212 21.47 0.11 0.06 68.07 57.00 32.526 0.187 0.17 11.46 7.19 68.24 68.45 39.717 0.121 0.04 12.89 1.65 68.27 81.34 41.368 0.109 17.67 0.14 0.12 85.94 81.48 41.489 0.085 0.00 7.31 0.53 85.94 88.79 42.01

10 0.068 5.02 0.01 0.21 90.97 88.80 42.2211 0.044 0.00 8.43 0.65 90.97 97.23 42.8712 0.039 7.21 0.00 0.84 98.18 97.23 43.71

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CORTES POR PISO

Sismo X:

Piso Z [m] Ux [cm] Uy [cm] θ [rad] Qx [Ton] Mx [Ton*m] Qy [Ton] My [Ton*m]CP18 63.73 2.18 0.45 0.00058 33.43 73.04 4.29 9.36

TERRAZ 61.26 2.06 0.52 0.00056 82.86 189.30 10.81 24.43CP17 59.76 2.00 0.45 0.00058 173.69 593.74 23.02 77.96CP16 57.29 1.91 0.42 0.00055 253.23 1197.17 34.02 158.92CP15 54.82 1.81 0.40 0.00053 322.17 1972.87 43.85 264.39CP14 52.35 1.71 0.38 0.00050 381.35 2895.32 52.57 391.45CP13 49.88 1.60 0.35 0.00047 431.85 3941.01 60.25 537.31CP12 47.41 1.49 0.33 0.00043 475.09 5089.29 67.03 699.46CP11 44.94 1.38 0.30 0.00040 512.66 6322.86 73.06 875.72CP10 42.47 1.26 0.28 0.00037 546.09 7628.01 78.48 1064.26CP9 40.00 1.15 0.25 0.00034 576.72 8994.52 83.41 1263.58CP8 37.53 1.04 0.22 0.00030 605.59 10415.28 87.94 1472.51CP7 35.06 0.92 0.18 0.00026 647.87 11896.74 94.13 1692.57CP6 32.59 0.80 0.16 0.00023 692.24 13445.88 100.34 1924.39CP5 30.12 0.68 0.13 0.00019 735.50 15067.41 106.17 2167.82CP4 27.65 0.57 0.11 0.00015 771.77 16754.07 111.40 2422.25CP3 25.18 0.45 0.08 0.00011 812.98 18516.00 116.49 2687.31CP2 22.71 0.35 0.06 0.00008 851.16 20352.62 120.86 2962.27CP1 20.24 0.26 0.04 0.00004 884.72 22259.17 124.24 3245.62S1 17.77 0.18 0.03 0.00003 935.66 24950.63 128.05 3640.51S2 14.43 0.10 0.01 0.00001 976.41 27877.98 130.55 4061.52S3 10.96 0.05 0.01 0.00001 1006.42 30512.02 132.15 4432.76S4 7.96 0.03 0.00 0.00000 1027.63 33140.44 133.18 4796.86S5 5.06 0.01 0.00 0.00000 1039.90 35021.96 133.74 5054.23S6 3.03 0.00 0.00 0.00000 1051.80 37882.88 134.10 5441.41

Sismo Y:

Piso Z [m] Ux [cm] Uy [cm] θ [rad] Qx [Ton] Mx [Ton*m] Qy [Ton] My [Ton*m]CP18 63.73 0.44 3.04 0.00186 5.27 11.47 35.81 78.37

TERRAZ 61.26 0.55 3.18 0.00175 12.87 29.27 88.37 202.24CP17 59.76 0.52 2.88 0.00173 27.54 93.20 181.85 626.60CP16 57.29 0.49 2.71 0.00168 40.73 190.36 259.68 1246.63CP15 54.82 0.46 2.56 0.00158 52.57 317.12 323.50 2026.30CP14 52.35 0.43 2.40 0.00148 63.13 470.14 374.90 2932.24CP13 49.88 0.39 2.23 0.00137 72.51 646.29 416.08 3935.19CP12 47.41 0.36 2.06 0.00126 80.84 842.67 449.77 5011.49CP11 44.94 0.33 1.89 0.00116 88.26 1056.75 478.69 6143.73CP10 42.47 0.29 1.71 0.00105 94.95 1286.32 504.98 7320.43CP9 40.00 0.26 1.54 0.00094 101.06 1529.56 530.04 8535.11CP8 37.53 0.23 1.36 0.00084 106.68 1784.97 554.54 9784.84CP7 35.06 0.28 1.15 0.00073 117.76 2064.19 592.22 11071.85CP6 32.59 0.25 0.98 0.00062 128.33 2367.62 634.05 12408.49CP5 30.12 0.21 0.83 0.00052 137.62 2692.45 676.82 13806.67CP4 27.65 0.17 0.68 0.00041 140.42 3023.40 718.27 15274.10CP3 25.18 0.13 0.54 0.00030 147.63 3370.48 763.28 16819.00CP2 22.71 0.10 0.41 0.00020 153.58 3731.32 807.23 18446.87CP1 20.24 0.08 0.28 0.00011 158.43 4103.30 846.60 20159.00S1 17.77 0.05 0.18 0.00006 164.99 4621.79 908.19 22615.94S2 14.43 0.02 0.10 0.00002 169.71 5175.08 958.72 25340.69S3 10.96 0.01 0.05 0.00002 172.78 5663.48 996.56 27832.49S4 7.96 0.00 0.03 0.00001 174.84 6142.84 1023.58 30350.44S5 5.06 0.00 0.01 0.00001 175.78 6481.84 1040.23 32168.23S6 3.03 0.00 0.01 0.00001 176.57 6991.84 1063.15 34953.09

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CONTROL DE DESPLAZAMIENTO

Dir. X :

Desplazamiento CG Desplazamiento Adic. en BordesPiso H ∆Ux/H [‰] ∆Uy/H [‰] ∆θ [rad] ∆y [m] δUx/H [‰] ∆x [m] δUy/H [‰] Medianero [cm] NotaCP18 2.47 0.462 0.281 0.000021 10.45 0.090 8.42 0.073 12.75

TERRAZ 1.50 0.392 0.507 -0.000023 11.65 0.176 10.46 0.158 12.25CP17 2.47 0.377 0.110 0.000030 13.11 0.158 14.66 0.176 11.95CP16 2.47 0.410 0.082 0.000028 13.15 0.148 14.49 0.163 11.46CP15 2.47 0.427 0.091 0.000030 13.15 0.158 14.50 0.174 10.96CP14 2.47 0.438 0.096 0.000031 13.15 0.163 14.50 0.179 10.47CP13 2.47 0.446 0.101 0.000031 13.15 0.166 14.50 0.183 9.98CP12 2.47 0.452 0.105 0.000032 13.15 0.169 14.50 0.186 9.48CP11 2.47 0.456 0.108 0.000032 13.15 0.173 14.50 0.191 8.99CP10 2.47 0.454 0.107 0.000033 13.15 0.178 14.50 0.196 8.49CP9 2.47 0.457 0.111 0.000035 13.14 0.188 14.49 0.207 8.00CP8 2.47 0.488 0.172 0.000038 13.15 0.201 14.49 0.221 7.51CP7 2.47 0.491 0.100 0.000034 20.64 0.286 19.62 0.272 7.01CP6 2.47 0.471 0.099 0.000038 20.56 0.313 19.55 0.297 6.52CP5 2.47 0.465 0.100 0.000041 20.55 0.343 19.55 0.326 6.02CP4 2.47 0.448 0.095 0.000038 20.55 0.313 19.55 0.298 5.53CP3 2.47 0.416 0.088 0.000037 20.53 0.308 19.49 0.292 5.04CP2 2.47 0.381 0.093 0.000041 20.53 0.337 19.55 0.321 4.54CP1 2.47 0.333 0.050 0.000010 20.18 0.084 18.91 0.079 4.05S1 3.34 0.233 0.041 0.000019 19.69 0.112 19.62 0.112 3.55S2 3.47 0.134 0.018 0.000000 18.97 0.001 19.73 0.001 2.89S3 3.00 0.082 0.010 0.000005 18.99 0.035 19.70 0.036 2.19S4 2.90 0.055 0.006 0.000000 18.86 0.003 19.74 0.003 1.59S5 2.03 0.032 0.004 0.000000 18.98 0.000 19.69 0.000 1.50S6 3.03 0.015 0.003 0.000001 19.45 0.006 19.42 0.006 1.50

Dir. Y :

Desplazamiento CG Desplazamiento Adic. en BordesPiso H ∆Ux/H [‰] ∆Uy/H [‰] ∆θ [rad] ∆y [m] δUx/H [‰] ∆x [m] δUy/H [‰] Medianero [cm] NotaCP18 2.47 0.434 0.566 0.000108 10.45 0.458 8.42 0.369 17.35

TERRAZ 1.50 0.190 2.009 0.000020 11.65 0.155 10.46 0.139 18.14 Sup. LímiteCP17 2.47 0.113 0.681 0.000057 13.11 0.302 14.66 0.338 16.43CP16 2.47 0.132 0.613 0.000093 13.15 0.495 14.49 0.545 15.47CP15 2.47 0.129 0.652 0.000104 13.15 0.555 14.50 0.613 14.60CP14 2.47 0.136 0.676 0.000108 13.15 0.576 14.50 0.635 13.69CP13 2.47 0.136 0.696 0.000109 13.15 0.578 14.50 0.637 12.73CP12 2.47 0.135 0.709 0.000108 13.15 0.574 14.50 0.633 11.75CP11 2.47 0.134 0.716 0.000107 13.15 0.567 14.50 0.625 10.75CP10 2.47 0.145 0.707 0.000105 13.15 0.559 14.50 0.616 9.75CP9 2.47 0.123 0.706 0.000104 13.14 0.553 14.49 0.610 8.75CP8 2.47 0.206 0.863 0.000105 13.15 0.558 14.49 0.615 7.76CP7 2.47 0.125 0.660 0.000113 20.64 0.948 19.62 0.901 7.01CP6 2.47 0.164 0.626 0.000106 20.56 0.883 19.55 0.840 6.52CP5 2.47 0.166 0.608 0.000108 20.55 0.902 19.55 0.858 6.02CP4 2.47 0.152 0.574 0.000107 20.55 0.891 19.55 0.847 5.53CP3 2.47 0.127 0.527 0.000099 20.53 0.823 19.49 0.781 5.04CP2 2.47 0.088 0.513 0.000087 20.53 0.725 19.55 0.691 4.54CP1 2.47 0.114 0.397 0.000055 20.18 0.453 18.91 0.425 4.05S1 3.34 0.067 0.251 0.000039 19.69 0.230 19.62 0.229 3.55S2 3.47 0.040 0.137 -0.000004 18.97 0.019 19.73 0.020 2.89S3 3.00 0.022 0.082 0.000016 18.99 0.101 19.70 0.105 2.19S4 2.90 0.009 0.051 0.000001 18.86 0.005 19.74 0.005 1.59S5 2.03 0.002 0.035 0.000001 18.98 0.006 19.69 0.006 1.50S6 3.03 0.005 0.019 0.000005 19.45 0.034 19.42 0.034 1.50

65-11-2013



PERFIL SISMICO

Nomenclatura de rangos:

Valores dentro de rango normal Valores alejados del rango normal Valores fuera del rango normal

Rigidez

Sismo X Sismo Y Calificación de Valores

1.- Altura Total / Período Translacional [m/seg] 82.8 66.2

0 20 30 70 150

2.- Desplazamiento total nivel superior (1.3 * Sd/H [‰]) 2.66 3.46

0‰ 5‰ 8‰

3.- Máx. Desplaz. de entrepiso en Centros de Gravedad (∆Ucg/H [‰]) 0.507 2.009

0‰ 0.2‰ 2‰

4.- Máx. Desplaz. de Entrepiso en Puntos Extremos (δU/H [‰]) 0.343 0.948

0‰ 1‰

Acomplamiento Rotación-Traslación y Traslación-Traslación

Sismo X Sismo Y Calificación de Valores

5.- Período Rotacional / Período Traslacional 0.84 0.67

0 0.8 1.2 1.5 2.0

6.- Masa Eq. Rotac. Acoplada / Masa Eq. Traslac. Directa 0.041 0.123

0 0.2 0.5

7.- Masa Eq. Traslac. Acoplada / Masa Eq. Traslac. Directa 0.007 0.028

0 0.5

8.- Corte Basal Indirecto / Corte Basal Directo 0.127 0.166

0 0.5

9.- Momento Basal Indirecto / Momento Basal Directo 0.144 0.200

0 0.5

2013 R024 Edif Plaza Egaña P1 InformeEjecutivo

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