Using Holzer’s method, find the natural frequencies and mode shapes of the system shown in Figure, with m1 = 100 kg, m2 = 20 kg, m3 = 200 kg, k1 = 8000 N/m, and k2 = 4000 N/m.
The equations of motion for free vibration can be readily written as follows:
J0+ k (6-8)=0
J₂B₂ + k (0₂-B) + k, (O₂-B₂) = 0
JB + (-) + k₂ (6-8)=0 For harmonic vibration, we assume
6,-, sin ax
-²,,+k, (-₂)-0
-a²³ J₂z+k₂ (6-₂) + (6₂ -₁ ) - 0
Summing up all the equations of motion, we get
Thus:
J, 0,²-0
This is a condition to be satisfied by the natural frequency of the freely vibrating system.
Ho zer's method consists of the following iterative steps:
Step 1: Assume a trial
frequency
Step 2: Assume the first generalized coordinate - 1 say
Step 3: Compute the other d of using the equations of motion as follows:
10.5
Step 4: Sum up and verify if Eq. (10.5.4) is satisfied to the prescribed degree of accurac
If Yes, the trial frequency is a natural frequency of the system If not, redo the steps with a frequency
in order to reduce the computations, therefore one needs to start with a good trial frequency good method of choosing the next trial frequency to converge fast.
Two trial frequencies are found by trial and error such that is a small positive number respectively than the mean of these two trial frequencies(ie bisection method) wil
estimate of for which "\\Sigma x\\omega\u00b2_{try} = 0"
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