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Queensferry

Module 11

Natural frequencies and mode shapes

The eigenproblem in general — and why a mode-shape ordinate printed by software means nothing on its own, while the ratio between two of them means everything.

What this module covers

  • State and solve the general free-vibration eigenproblem for any number of degrees of freedom
  • Explain why mode-shape magnitude is arbitrary and normalisation is a choice
  • Derive orthogonality through both the mass and the stiffness matrix
  • Compute modal mass and modal stiffness and say what mass normalisation buys
  • Recognise rigid-body modes, repeated frequencies and local modes
  • Judge whether a computed set of modes is credible

Lessons

  1. From two degrees of freedom to any number: what changes is only that the determinant can no longer be expanded by hand.

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  2. The property that makes modal analysis possible, derived from the symmetry of M and K alone — and the scaling choices that change every printed number without changing any physics.

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Module checkpoint

Check what you have taken in

5 questions

  1. Question 1

    A uniform four-storey shear building has a first natural frequency of 12 rad/s. Using the uniform-shear-building ratios (0.3473, 1.0000, 1.5321, 1.8794), what is its fourth natural frequency in rad/s?

  2. Question 2

    A mode shape {0.25, 0.55, 0.80, 1.00} is on a building with 350 tonnes per floor. What is its modal mass, in tonnes?

  3. Question 3

    A modal analysis of a symmetric square building returns modes 1 and 2 at exactly the same frequency. Is this an error?

  4. Question 4

    A mass-normalised mode has a period of 0.8 s. What is its modal stiffness φᵀKφ?

  5. Question 5

    Which of these quantities is UNCHANGED when a set of mode shapes is renormalised?