Espectro De Sísmo - Nte E.030 2014.xlsx
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0.14
Espectro Inelástico
Tp = 1.00
TL = 1.60
0.12
0.1
Sa/g
0.08
0.06
0.04
0.02
0 0
1
2
3
4
5 Periodo, T(s)
6
7
8
9
10
0.025
Sv/g
Tp = 1.00
TL = 1.60
0.02
Sv/g
0.015
0.01
0.005
0 0
1
2
3
4
5 Periodo, T(s)
6
7
8
9
10
Sd/g
0.006
Tp = 1.00
TL = 1.60
0.005
Sd/g
0.004
0.003
0.002
0.001
0 0
1
2
3
4
5 Periodo, T(s)
6
7
8
9
10
ESPECTRO DE DISEÑO - NTE E.030 Actualizada Región : Cajamarca Provincia : Cutervo Distrito : Querocotillo Categoría : C �_�/g=𝑍𝑈𝐶�/� �=�_𝑜 𝐼_𝑝 𝐼_� Zona : Z3 Suelo : S3 Sistema Estructural : Pórticos Excéntricamente Arriostrados (EBF) Irregular en Planta Ip = 1.0000 Verificación de Irregularidad : Irregular en Altura Ia = 1.0000
T 0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 0.75 0.8 0.85 0.9 0.95 1 1.6 2 2.5 3 4 5 6 7 8 9 10
C 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 1.5625 1 0.64 0.44444444 0.25 0.16 0.11111111 0.08163265 0.0625 0.04938272 0.04
ZUCS/R 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.08203125 0.0525 0.0336 0.0233333333 0.013125 0.0084 0.0058333333 0.0042857143 0.00328125 0.0025925926 0.0021
Sv 0 0.000417782 0.000835563 0.001253345 0.001671127 0.002088909 0.00250669 0.002924472 0.003342254 0.003760036 0.004177817 0.005222272 0.006266726 0.00731118 0.008355635 0.009400089 0.010444543 0.011488997 0.012533452 0.013577906 0.01462236 0.015666815 0.016711269 0.017755723 0.018800178 0.019844632 0.020889086 0.020889086 0.016711269 0.013369015 0.011140846 0.008355635 0.006684508 0.005570423 0.004774648 0.004177817 0.003713615 0.003342254
Z = 0.35 U = 1.00 �<�_𝑝 S = 1.20 �_𝑝<�<�_𝐿 Tp = 1.00�>�_𝐿 TL = 1.60 Ro= 8.0 R = 8.00 Sd T Sa/g ω 0 1.00 0 6.2831853 1.329841E-06 1.00 0.131 6.2831853 5.319362E-06 1.60 0 3.9269908 ™ 1.196856E-05 1.60 0.082 3.9269908 2.127745E-05 0.000033246 C C/R 4.787426E-05 Tp 2.5 0.3125 6.516219E-05 TL 1.563 0.1953125 8.510979E-05 0.000107717 0.000132984 0.000207788 0.000299214 0.000407264 0.000531936 0.000673232 0.00083115 0.001005692 0.001196856 0.001404644 0.001629055 0.001870088 0.002127745 0.002402024 0.002692927 0.003000453 0.003324601 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362
𝐶=2.5 𝐶=2.5∙(�_𝑝/� 𝐶=2.5∙((�_𝑝∙�
E E.030 Actualizada
�<�_𝑝 �_𝑝<�<�_𝐿 �>�_𝐿
𝐶=2.5 𝐶=2.5∙(�_𝑝/�) 𝐶=2.5∙((�_𝑝∙�_𝐿)/�^2 )
Sv
Sd 0 0 0.0208890863 0.0033246013 0 0 0.0208890863 0.0053193621
Espectro Inelástico
Tp = 1.00
TL = 1.60
0.12
0.1
Sa/g
0.08
0.06
0.04
0.02
0 0
1
2
3
4
5 Periodo, T(s)
6
7
8
9
10
0.025
Sv/g
Tp = 1.00
TL = 1.60
0.02
Sv/g
0.015
0.01
0.005
0 0
1
2
3
4
5 Periodo, T(s)
6
7
8
9
10
Sd/g
0.006
Tp = 1.00
TL = 1.60
0.005
Sd/g
0.004
0.003
0.002
0.001
0 0
1
2
3
4
5 Periodo, T(s)
6
7
8
9
10
ESPECTRO DE DISEÑO - NTE E.030 Actualizada Región : Cajamarca Provincia : Cutervo Distrito : Querocotillo Categoría : C �_�/g=𝑍𝑈𝐶�/� �=�_𝑜 𝐼_𝑝 𝐼_� Zona : Z3 Suelo : S3 Sistema Estructural : Pórticos Excéntricamente Arriostrados (EBF) Irregular en Planta Ip = 1.0000 Verificación de Irregularidad : Irregular en Altura Ia = 1.0000
T 0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.55 0.6 0.65 0.7 0.75 0.8 0.85 0.9 0.95 1 1.6 2 2.5 3 4 5 6 7 8 9 10
C 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 1.5625 1 0.64 0.44444444 0.25 0.16 0.11111111 0.08163265 0.0625 0.04938272 0.04
ZUCS/R 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.13125 0.08203125 0.0525 0.0336 0.0233333333 0.013125 0.0084 0.0058333333 0.0042857143 0.00328125 0.0025925926 0.0021
Sv 0 0.000417782 0.000835563 0.001253345 0.001671127 0.002088909 0.00250669 0.002924472 0.003342254 0.003760036 0.004177817 0.005222272 0.006266726 0.00731118 0.008355635 0.009400089 0.010444543 0.011488997 0.012533452 0.013577906 0.01462236 0.015666815 0.016711269 0.017755723 0.018800178 0.019844632 0.020889086 0.020889086 0.016711269 0.013369015 0.011140846 0.008355635 0.006684508 0.005570423 0.004774648 0.004177817 0.003713615 0.003342254
Z = 0.35 U = 1.00 �<�_𝑝 S = 1.20 �_𝑝<�<�_𝐿 Tp = 1.00�>�_𝐿 TL = 1.60 Ro= 8.0 R = 8.00 Sd T Sa/g ω 0 1.00 0 6.2831853 1.329841E-06 1.00 0.131 6.2831853 5.319362E-06 1.60 0 3.9269908 ™ 1.196856E-05 1.60 0.082 3.9269908 2.127745E-05 0.000033246 C C/R 4.787426E-05 Tp 2.5 0.3125 6.516219E-05 TL 1.563 0.1953125 8.510979E-05 0.000107717 0.000132984 0.000207788 0.000299214 0.000407264 0.000531936 0.000673232 0.00083115 0.001005692 0.001196856 0.001404644 0.001629055 0.001870088 0.002127745 0.002402024 0.002692927 0.003000453 0.003324601 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362 0.005319362
𝐶=2.5 𝐶=2.5∙(�_𝑝/� 𝐶=2.5∙((�_𝑝∙�
E E.030 Actualizada
�<�_𝑝 �_𝑝<�<�_𝐿 �>�_𝐿
𝐶=2.5 𝐶=2.5∙(�_𝑝/�) 𝐶=2.5∙((�_𝑝∙�_𝐿)/�^2 )
Sv
Sd 0 0 0.0208890863 0.0033246013 0 0 0.0208890863 0.0053193621
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