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It is the full blown case where we consider every final possible force which can act on the system. The differential equation in this case,
Mu'' + γu' + ku = F( t)
The displacement function here will be
u(t) = uc(t) + UP(t)
Here the complementary solution will be the solution to the free, damped case and the exact solution will be found using undetermined coefficients or variation of parameter that ever is most convenient to utilize.
There are a couple of things to see now about this case. First, from our work back into the free, damped case we identify that the complementary solution will come to zero as t increases.
Due to this the complementary solution is often termed as the transient solution in this case. Also, due to this behavior the displacement will start to look more and more like the exact solution as t raises and so the particular solution is frequently termed as the steady state solution or forced response.
matlab code for transportation problem solved by vogel''s approximation method
two colum proofs
sinx
AskIf y=e^(a?sin?^(-1) x), prove that (1 – x2)yn+2 – (2n + 1)xyn+1 – (n2 + a2)yn = 0. Hence find the value of yn when x = 0. question #Minimum 100 words accepted#
can you offer help with an entry level marketing class and with developing charts and tables for the final marketing plan?
How will you use the Gantt chart for solving the sequencing problem?
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There's a nice way to show why the expresion for the area of a circle of radius R is: Pi * R 2 . It has an comman relationship with the experation for the circumference of a
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