sismoresistente.xlsx

10
Datos / Calculos t u(t) Uo 5 0 7.45 1.33 -7.45 Ûo 10 0.15 7.23 3.33 -7.23 m 5 0.3 7.02 4.93 -7.02 k 20 0.45 6.81 6.00 -6.81 c 2 0.6 6.61 6.49 -6.61 w 2 0.75 6.42 6.38 -6.42 T 3.14 0.9 6.23 5.71 -6.23 Cc 20 1.05 6.04 4.59 -6.04 0.1 1.2 5.86 3.13 -5.86 Wd 1.99 1.35 5.69 1.48 -5.69 Td 3.16 1.5 5.52 -0.21 -5.52 7.45 ### 1.65 5.36 -1.77 -5.36 Ɵ 1.39 1.8 5.20 -3.09 -5.20 1.95 5.04 -4.07 -5.04 2.1 4.89 -4.63 -4.89 2.25 4.75 -4.75 -4.75 2.4 4.60 -4.45 -4.60 2.55 4.47 -3.78 -4.47 2.7 4.33 -2.81 -4.33 2.85 4.20 -1.66 -4.20 3 4.08 -0.43 -4.08 3.15 3.96 0.77 -3.96 3.3 3.84 1.83 -3.84 3.45 3.72 2.67 -3.72 3.6 3.61 3.23 -3.61 3.75 3.50 3.47 -3.50 3.9 3.40 3.39 -3.40 4.05 3.29 3.02 -3.29 4.2 3.19 2.41 -3.19 4.35 3.10 1.62 -3.10 4.5 3.00 0.74 -3.00 4.65 2.91 -0.16 -2.91 4.8 2.82 -0.99 -2.82 4.95 2.74 -1.68 -2.74 5.1 2.66 -2.19 -2.66 5.25 2.58 -2.48 -2.58 5.4 2.50 -2.53 -2.50 5.55 2.42 -2.36 -2.42 5.7 2.35 -1.99 -2.35 5.85 2.28 -1.47 -2.28 6 2.21 -0.85 -2.21 6.15 2.14 -0.19 -2.14 6.3 2.07 0.45 -2.07 6.45 2.01 1.01 -2.01 6.6 1.95 1.45 -1.95 MEJIA FALCON, Victor 6.75 1.89 1.73 -1.89 6.9 1.83 1.85 -1.83 u(t)

Upload: victor-mejia

Post on 21-Dec-2015

2 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: SISMORESISTENTE.xlsx

Datos / Calculos t u(t)Uo 5 0 7.45 1.33 -7.45 7.45 1.00Ûo 10 0.15 7.23 3.33 -7.23 7.23 1.00m 5 0.3 7.02 4.93 -7.02 7.02 1.00k 20 0.45 6.81 6.00 -6.81 6.81 1.00c 2 0.6 6.61 6.49 -6.61 6.61 1.00w 2 0.75 6.42 6.38 -6.42 6.42 1.00T 3.14 0.9 6.23 5.71 -6.23 6.23 1.00

Cc 20 1.05 6.04 4.59 -6.04 6.04 1.00ᶓ 0.1 1.2 5.86 3.13 -5.86 5.86 1.00

Wd 1.99 1.35 5.69 1.48 -5.69 5.69 1.00Td 3.16 1.5 5.52 -0.21 -5.52 5.52 1.00ᵽ 7.45 ### 1.65 5.36 -1.77 -5.36 5.36 1.00Ɵ 1.39 1.8 5.20 -3.09 -5.20 5.20 1.00

1.95 5.04 -4.07 -5.04 5.05 1.002.1 4.89 -4.63 -4.89 4.90 1.00

2.25 4.75 -4.75 -4.75 4.75 1.002.4 4.60 -4.45 -4.60 4.61 1.00

2.55 4.47 -3.78 -4.47 4.48 1.002.7 4.33 -2.81 -4.33 4.34 1.00

2.85 4.20 -1.66 -4.20 4.22 1.003 4.08 -0.43 -4.08 4.09 1.00

3.15 3.96 0.77 -3.96 3.97 1.003.3 3.84 1.83 -3.84 3.85 1.00

3.45 3.72 2.67 -3.72 3.74 1.003.6 3.61 3.23 -3.61 3.63 0.99

3.75 3.50 3.47 -3.50 3.52 0.993.9 3.40 3.39 -3.40 3.42 0.99

4.05 3.29 3.02 -3.29 3.32 0.994.2 3.19 2.41 -3.19 3.22 0.99

4.35 3.10 1.62 -3.10 3.12 0.994.5 3.00 0.74 -3.00 3.03 0.99

4.65 2.91 -0.16 -2.91 2.94 0.994.8 2.82 -0.99 -2.82 2.85 0.99

4.95 2.74 -1.68 -2.74 2.77 0.995.1 2.66 -2.19 -2.66 2.69 0.99

5.25 2.58 -2.48 -2.58 2.61 0.995.4 2.50 -2.53 -2.50 2.53 0.99

5.55 2.42 -2.36 -2.42 2.46 0.995.7 2.35 -1.99 -2.35 2.38 0.98

5.85 2.28 -1.47 -2.28 2.31 0.986 2.21 -0.85 -2.21 2.24 0.98

6.15 2.14 -0.19 -2.14 2.18 0.986.3 2.07 0.45 -2.07 2.11 0.98

6.45 2.01 1.01 -2.01 2.05 0.986.6 1.95 1.45 -1.95 1.99 0.98

MEJIA FALCON, Victor 6.75 1.89 1.73 -1.89 1.93 0.986.9 1.83 1.85 -1.83 1.88 0.98

u(t)

Page 2: SISMORESISTENTE.xlsx

7.05 1.78 1.80 -1.78 1.82 0.987.2 1.72 1.60 -1.72 1.77 0.97

7.35 1.67 1.26 -1.67 1.71 0.977.5 1.62 0.84 -1.62 1.66 0.97

7.65 1.57 0.37 -1.57 1.61 0.977.8 1.52 -0.11 -1.52 1.57 0.97

7.95 1.47 -0.55 -1.47 1.52 0.978.1 1.43 -0.92 -1.43 1.48 0.97

8.25 1.38 -1.18 -1.38 1.43 0.978.4 1.34 -1.33 -1.34 1.39 0.96

8.55 1.30 -1.35 -1.30 1.35 0.968.7 1.26 -1.25 -1.26 1.31 0.96

8.85 1.22 -1.05 -1.22 1.27 0.969 1.18 -0.77 -1.18 1.23 0.96

9.15 1.14 -0.43 -1.14 1.20 0.969.3 1.11 -0.08 -1.11 1.16 0.96

9.45 1.07 0.26 -1.07 1.13 0.959.6 1.04 0.55 -1.04 1.09 0.95

9.75 1.01 0.78 -1.01 1.06 0.959.9 0.98 0.93 -0.98 1.03 0.95

10.05 0.95 0.99 -0.95 1.00 0.9510.2 0.92 0.96 -0.92 0.97 0.95

10.35 0.89 0.84 -0.89 0.94 0.9410.5 0.86 0.66 -0.86 0.91 0.94

10.65 0.83 0.43 -0.83 0.89 0.9410.8 0.81 0.18 -0.81 0.86 0.94

10.95 0.78 -0.07 -0.78 0.83 0.9411.1 0.76 -0.31 -0.76 0.81 0.93

11.25 0.73 -0.50 -0.73 0.79 0.9311.4 0.71 -0.64 -0.71 0.76 0.93

11.55 0.69 -0.71 -0.69 0.74 0.9311.7 0.67 -0.72 -0.67 0.72 0.93

11.85 0.64 -0.66 -0.64 0.70 0.9312 0.62 -0.55 -0.62 0.68 0.92

-1 1 3 5 7 9 11 13

-10.00

-8.00

-6.00

-4.00

-2.00

0.00

2.00

4.00

6.00

8.00

10.00

〖𝑢 _((𝑡))=7.45𝑒〗^(−0.2𝑡) cos (2𝑡−1.39)

Page 3: SISMORESISTENTE.xlsx

-1 1 3 5 7 9 11 13

-10.00

-8.00

-6.00

-4.00

-2.00

0.00

2.00

4.00

6.00

8.00

10.00

Page 4: SISMORESISTENTE.xlsx

Tiempo u(t)0 1.33

0.15 3.330.3 4.93

0.45 6.000.6 6.49

0.75 6.380.9 5.71

1.05 4.591.2 3.13

1.35 1.481.5 -0.21

1.65 -1.771.8 -3.09

1.95 -4.072.1 -4.63

2.25 -4.752.4 -4.45

2.55 -3.782.7 -2.81

2.85 -1.663 -0.43

3.15 0.773.3 1.83

3.45 2.673.6 3.23

3.75 3.473.9 3.39

4.05 3.024.2 2.41

4.35 1.624.5 0.74

4.65 -0.164.8 -0.99

4.95 -1.685.1 -2.19

5.25 -2.485.4 -2.53

5.55 -2.365.7 -1.99

5.85 -1.476 -0.85

6.15 -0.196.3 0.45

6.45 1.016.6 1.45

6.75 1.736.9 1.85

〖𝑢 _((𝑡))=7.45𝑒〗^(−0.2𝑡) cos (2𝑡−1.39)

0 10 20 30 40 50 60 70 80

-10.00

-8.00

-6.00

-4.00

-2.00

0.00

2.00

4.00

6.00

8.00

10.00

Page 5: SISMORESISTENTE.xlsx

7.05 1.807.2 1.60

7.35 1.267.5 0.84

7.65 0.377.8 -0.11

7.95 -0.558.1 -0.92

8.25 -1.188.4 -1.33

8.55 -1.358.7 -1.25

8.85 -1.059 -0.77

9.15 -0.439.3 -0.08

9.45 0.269.6 0.55

9.75 0.789.9 0.93

10.05 0.9910.2 0.96

10.35 0.8410.5 0.66

10.65 0.4310.8 0.18

10.95 -0.0711.1 -0.31

11.25 -0.5011.4 -0.64

11.55 -0.7111.7 -0.72

11.85 -0.6612 -0.55

-1 1 3 5 7 9 11 13

-10.00

-8.00

-6.00

-4.00

-2.00

0.00

2.00

4.00

6.00

8.00

10.00

-1 1 3 5 7 9 11 13

-10.00

-8.00

-6.00

-4.00

-2.00

0.00

2.00

4.00

6.00

8.00

10.00

〖𝑢 _((𝑡))=7.45𝑒〗^(−0.2𝑡) cos (2𝑡−1.39) 〖𝑢 _((𝑡))=7.45𝑒〗^(−0.2𝑡) cos (2𝑡−1.39)

Page 6: SISMORESISTENTE.xlsx

-1 1 3 5 7 9 11 13

-10.00

-8.00

-6.00

-4.00

-2.00

0.00

2.00

4.00

6.00

8.00

10.00

-1 1 3 5 7 9 11 13

-10.00

-8.00

-6.00

-4.00

-2.00

0.00

2.00

4.00

6.00

8.00

10.00

Page 7: SISMORESISTENTE.xlsx

0 10 20 30 40 50 60 70 80

-10.00

-8.00

-6.00

-4.00

-2.00

0.00

2.00

4.00

6.00

8.00

10.00

Page 8: SISMORESISTENTE.xlsx

-1 1 3 5 7 9 11 13

-10.00

-8.00

-6.00

-4.00

-2.00

0.00

2.00

4.00

6.00

8.00

10.00

〖𝑢 _((𝑡))=7.45𝑒〗^(−0.2𝑡) cos (2𝑡−1.39)

Page 9: SISMORESISTENTE.xlsx

-1 1 3 5 7 9 11 13

-10.00

-8.00

-6.00

-4.00

-2.00

0.00

2.00

4.00

6.00

8.00

10.00