write a conclusion about Damped Free Vibration of SDOF System expermient
discuss on frequency of damped vibration with reference to frequency of natural vibration. Will damping affect the natural frequency?
depending on the following table
Write a conclusion about Damped Free Vibration of SDOF System expermient discuss on fr...
write a conclusion about Damped Free Vibration of SDOF System expermient discuss on frequency of damped vibration with reference to frequency of natural vibration. Will damping affect the natural frequency? depending on the following table Spring No. 1,k3.30 kN/m, m-2 k Damping Exp. Number 1st Peak of ,(n+1)th Peak, Xn+1 | δ -In 0 cycles, M+1 0.805 0.396 0.623 0.549 0.504 0.127 0.063 0.099 0.087 0.079 (N-s/m) 0.600 0.381 0.689 0.687 0.657 2 3.5 2.7 3.7 4.7 5.7 6.0 6.5 4...
write a conclusion write a conclusion about Damped Free Vibration of SDOF System expermient discuss on frequency of damped vibration with reference to frequency of natural vibration. Will daping afee the natual frequency? write a conclusion about Damped Free Vibration of SDOF System expermient discuss on frequency of damped vibration with reference to frequency of natural vibration. Will daping afee the natual frequency?
uestion 2 (25% total a) For a lightly-damped SDOF system, let x, and 1,- be the free vibration displacement amplitudes at the initial (reference) moment and m cycles later, respectively. (15%) In the class we concluded that the damping ratio can be estimated using logarithmic decrement as (LI) 27m Does this method still work if instead of displacement amplitudes, we use velocity amplitudes? That is, can be estimated based on 1+m where v, and Vi+ are the free vibration velocity...