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Duhamel's integral gives the response of a linear system to

  • A.a harmonic forcing function only, at the resonant frequency alone
  • B.free vibration with no forcing function applied at all
  • C.a static load applied gradually over a long period of time
  • D.an arbitrary forcing function, by superposing impulse responses

Answer: D

Correct answer: an arbitrary forcing function, by superposing impulse responses

Duhamel's integral treats the load as a succession of infinitesimal impulses, computes the free vibration each would produce, and sums them:

\[ u(t) = \frac{1}{m\omega_d}\int_0^t p(\tau)e^{-\xi\omega_n(t-\tau)}\sin\omega_d(t-\tau)\,d\tau \]

Because it is built on superposition it requires linearity, but it places no restriction on the shape of the load. Harmonic, step, blast and earthquake loading are all covered by the same expression.

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