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地盤災害システム論 前田研究室 maedalab Pendulum

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(1)

Pendulum.for

Input file: Pendulum.idt Output files:

Pendulum.thd

aext: amplitude of supporting point

xl: length of string

xmass: mass of spindle

Origin of arch displacement Origin of angle displacement

(counter-clockwise)

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Pendulum.idt

c

c xl : length of string

c xmass : mass of obejects winging

c viscc : coefficient of viscocity -> vicoscity force = -viscc*vel c theata0 : initial angle displacement

c tinc : time increment for calculation c nstep : number of calculation steps c iprint : skip number of output

c results will be output at step = (j-1)*iprint j=1, nstep c deltan : delta in Newmark's beta method

c betan : beta in Newmark's beta method c aext : amplitude of supporting point c roeo0 : ratio omegae / omega0

/parameter/ 10.0 5.0 0.0 30.0 0.001 100000 1 0.5 0.5 0.5 2.0 Note:

G

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2. omega0=2 TN , omegae: angle frequency of vibration of supporting point with amplitude aext

g xl TN 2

roeo0= omegae/ omega0 2 is best: refer to note in lecture.

3. if theata0 is small and viscc is zero, the period of pendulum analyzed must be coincident with TN.

(4)

‘thd’ files: Pendulum.thd

istep, time, disp, theata, vel, acc

0 0.0000000E+00, 0.5235988E+01, 0.3000000E+02, 0.0000000E+00, -0.4900000E+01

1 0.1000000E-02, 0.5235985E+01, 0.2999998E+02, -0.5155674E-02, -0.5411348E+01

2 0.2000000E-02, 0.5235977E+01, 0.2999994E+02, -0.1082265E-01, -0.5922608E+01

---aext=0: free vibration of pendulum

0 20 40 60 80 100

-60 -30 0 30 60 time (s) an gl e (d eg .)

aext=0.5: forced vibration of pendulum (roeo0=2.0)

G

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0 20 40 60 80 100 -60

-30 0

time (s)

an

gl

e

(d

eg

参照

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