Espectro de Sísmo - Nte e.030 2014
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Transcript of Espectro de Sísmo - Nte e.030 2014
![Page 1: Espectro de Sísmo - Nte e.030 2014](https://reader035.fdocuments.net/reader035/viewer/2022081803/577c77ba1a28abe0548d45bb/html5/thumbnails/1.jpg)
0 1 2 3 4 5 6 7 8 9 100
0.02
0.04
0.06
0.08
0.1
0.12
0.14Espectro Inelástico Tp = 1.00 TL = 1.60
Periodo, T(s)
Sa/g
![Page 2: Espectro de Sísmo - Nte e.030 2014](https://reader035.fdocuments.net/reader035/viewer/2022081803/577c77ba1a28abe0548d45bb/html5/thumbnails/2.jpg)
0 1 2 3 4 5 6 7 8 9 100
0.005
0.01
0.015
0.02
0.025 Sv/g Tp = 1.00 TL = 1.60
Periodo, T(s)
Sv/g
![Page 3: Espectro de Sísmo - Nte e.030 2014](https://reader035.fdocuments.net/reader035/viewer/2022081803/577c77ba1a28abe0548d45bb/html5/thumbnails/3.jpg)
0 1 2 3 4 5 6 7 8 9 100
0.001
0.002
0.003
0.004
0.005
0.006 Sd/g Tp = 1.00 TL = 1.60
Periodo, T(s)
Sd/g
![Page 4: Espectro de Sísmo - Nte e.030 2014](https://reader035.fdocuments.net/reader035/viewer/2022081803/577c77ba1a28abe0548d45bb/html5/thumbnails/4.jpg)
ESPECTRO DE DISEÑO - NTE E.030 Actualizada
Región : CajamarcaProvincia : Cutervo
Distrito : QuerocotilloCategoría : C Z =
Zona : Z3 U =Suelo : S3 S =
Sistema Estructural : Pórticos Excéntricamente Arriostrados (EBF) ###Irregular en Planta Ip = 1.0000 TL = 1.60Irregular en Altura Ia = 1.0000
R =
T C ZUCS/R Sv Sd T0 2.5 0.13125 0 0 1.00
0.02 2.5 0.13125 0.000417782 1.32984E-006 1.000.04 2.5 0.13125 0.000835563 5.31936E-006 1.600.06 2.5 0.13125 0.001253345 1.19686E-005 1.600.08 2.5 0.13125 0.001671127 2.12774E-0050.1 2.5 0.13125 0.002088909 0.000033246
0.12 2.5 0.13125 0.00250669 4.78743E-005 Tp0.14 2.5 0.13125 0.002924472 6.51622E-005 TL0.16 2.5 0.13125 0.003342254 8.51098E-0050.18 2.5 0.13125 0.003760036 0.00010771710.2 2.5 0.13125 0.004177817 0.0001329841
0.25 2.5 0.13125 0.005222272 0.00020778760.3 2.5 0.13125 0.006266726 0.0002992141
0.35 2.5 0.13125 0.00731118 0.00040726370.4 2.5 0.13125 0.008355635 0.0005319362
0.45 2.5 0.13125 0.009400089 0.00067323180.5 2.5 0.13125 0.010444543 0.0008311503
0.55 2.5 0.13125 0.011488997 0.00100569190.6 2.5 0.13125 0.012533452 0.0011968565
0.65 2.5 0.13125 0.013577906 0.00140464410.7 2.5 0.13125 0.01462236 0.0016290547
0.75 2.5 0.13125 0.015666815 0.00187008830.8 2.5 0.13125 0.016711269 0.0021277449
0.85 2.5 0.13125 0.017755723 0.00240202450.9 2.5 0.13125 0.018800178 0.0026929271
0.95 2.5 0.13125 0.019844632 0.00300045271 2.5 0.13125 0.020889086 0.0033246013
1.6 1.5625 0.08203125 0.020889086 0.00531936212 1 0.0525 0.016711269 0.0053193621
2.5 0.64 0.0336 0.013369015 0.00531936213 0.44444444 0.0233333333 0.011140846 0.00531936214 0.25 0.013125 0.008355635 0.00531936215 0.16 0.0084 0.006684508 0.00531936216 0.11111111 0.0058333333 0.005570423 0.00531936217 0.08163265 0.0042857143 0.004774648 0.00531936218 0.0625 0.00328125 0.004177817 0.00531936219 0.04938272 0.0025925926 0.003713615 0.0053193621
10 0.04 0.0021 0.003342254 0.0053193621
Verificación de Irregularidad : Ro=
�=�_� �_� �_� � /g_� =����/�
™
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ESPECTRO DE DISEÑO - NTE E.030 Actualizada
0.351.001.20
###TL = 1.60
8.08.00
Sa/g ω Sv Sd0 6.2831853 0 0
0.131 6.2831853 0.0208890863 0.00332460130 3.9269908 0 0
0.082 3.9269908 0.0208890863 0.0053193621
C C/R2.5 0.3125
1.563 0.1953125
� =2.5 <�_� � =2.5∙ ) �_�<�<�_� � (�_�/�
=2.5∙(�>�_� � (�_� )/∙�_� �^2 )