Duhamel.xls

DUHAMEL CON AMORTIGUAMIENT AMORTIGUAMIENTO O

W g

96.3 32.3  K

2700000

masa (m)=

2981.4 2981.42414 24149 9

Periodo (T) =

0.20

Frecuencia natural sin amortiguamiento (w) =

30.093

Amortiguamiento (ξ) =

0.05

Frecuencia natural con amortiguamiento (wD) =

30.056

kg-s^2 kg-s^2/cm /cm

0.000

Tiempo de la carga (t) 0.000

1.000

0.002

-0.033

0.000

0.001

0.000

0.000

0.000

96600.000

0.025

1.038

0.025

-0.024

0.000

0.001

1068.011

587.661

0.003

0.000

0.050

1.078

0.036

-0.001

0.001

0.002

1740.204

1641.266

0.017

0.000

0.075

1.119

0.028

0.025

0.003

0.001

1740.204

1641.266

0.024

0.000

0.100

1.162

0.003

0.038

0.004

-0.001

1740.204

1641.266

0.018

0.000 0.000

0.125 0.150

1.207 1.253

-0.025 -0.041

0.032 0.006

0.003 0.000

-0.004 -0.006

1740.204 1740.204

1641.266 1641.266

0.003 -0.012

0.000

0.175

1.301

-0.036

-0.024

-0.005

-0.005

1740.204

1641.266

-0.020

0.000

0.200

1.351

-0.010

-0.044

-0.009

-0.001

1740.204

1641.266

-0.017

0.000

0.225

1.403

0.024

-0.040

-0.008

0.007

1740.204

1641.266

-0.005

0.000

0.250

1.457

0.046

-0.014

-0.002

0.012

1740.204

1641.266

0.008

0.000

0.275

1.513

0.045

0.022

0.008

0.012

1740.204

1641.266

0.017

0.000

0.300

1.571

0.018

0.049

0.015

0.004

1740.204

1641.266

0.016

0.000

0.325

1.631

-0.021

0.050

0.015

-0.008

1740.204

1641.266

0.007

0.000

0.350

1.693

-0.051

0.023

0.006

-0.019

1740.204

1641.266

-0.005

0.000

0.375

1.758

-0.055

-0.019

-0.009

-0.020

1740.204

1641.266

-0.013

F(t)

exp(βwt)

Integral (1)

Integral (2)

Integral (3)

Integral (4)

A

0.024 cm.

Umax =

B

U(t) cm.

U(t) m

                               

0.000 0.322 1.682 2.378 1.788 0.310 -1.221 -2.007 -1.692 -0.520 0.837 1.661 1.561 0.657 -0.524 -1.346