Question
Q

in n D.O.F system’s equations of motion,
Write sequence of forced vibration analysis
M=mass matrix
K=stifeness matrix
C=proportional damping matrix
f(t)= external vector
x= state vector


문제4) 임의의 입력을 가지는 n D.0.F system의 운동방정식은 다음과 같이 기술 된다. madal analysis에 의한 강제진동 해 석 순서를 기술하여라. 이 때 M은 지량행 렬, K는 강성 행렬, C는 비례 댐핑
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Answer #1

I have taken s as stiffness element instead of k. P VIBRAT fORce DAMPED TION Fo cos Gt C. dempingee Sxtumdi Ineeitar fes eelLe fo Ceos t haai mo 2 Оuce Sx i - cos Gt -o S costus ecols zt B e A eat - C m 2. 2- -C dampre whe hence 2 Sm Sm C -an CJn 2- - L Oveudanped ym Ceutreatly dempelk 1tus ecols zt B e A eat - C m 2. 2- -C dampre whe hence 2 Sm Sm C -an CJn 2- - L Oveudanped ym Ceutreatly dempelk 1e opadis 6porntutiol noluge Hene vbuiation occude . -1 + - -n -wnt / A +Bt) e onea Exponent Both t undeudamped sutim a, = damDate: X nalueat DECREEMENT RATIO SUccesive e consecutive ocilanon . RyRlem constaut un LagaRITme DECREEMENT It decerorment atnt R e cos (adt +p). dies CF CF as cos wt 3 m m cas Gut PS - Reptaee D -(Fo/m casGut) (Folm) cos C>t Fo/m Cas t - estat R cosDate: fols Pg WE 2. Indpendiut me eonst final Solu will be as tpooceds No CF vibA соs wt - ф) A m Aw Cas wt-p) (at - ф) A 2 cos ces Ct 11 Kuь m cx Cues Ct cos wt-p) СAW COS cos wt Cut-) lwt- SA Cos = O max

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Q in n D.O.F system’s equations of motion, Write sequence of forced vibration analysis M=mass matrix K=stifeness matrix...
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