- Practice · 6 marks
Orthogonality of modes and modal analysis
Short answer
For distinct natural frequencies, symmetry of mass and stiffness matrices leads to {φ}_r^T[M]{φ}_s=0 and {φ}_r^T[K]{φ}_s=0. Modal analysis uses the mode shape matrix to uncouple the equations via orthogonality, reducing the system to independent SDOF equations; each is solved by convolution, then transformed back to physical coordinates.
Prove that the natural modes of an undamped multi-degree-of-freedom system are orthogonal with respect to the mass and stiffness matrices. Explain how modal analysis uses this property to find the response to a general forcing function.
Orthogonality
Let and be two natural frequencies with their mode shapes, with . Then
Pre-multiply (1) by and (2) by :
Since and are symmetric, the left-hand sides are equal (transpose of a scalar) and so are the mass products. Subtracting:
and hence also for .
For the products are the modal mass and modal stiffness . Normalising so that (mass-normalised) gives and .
Modal analysis for forced response
For :
- Find the natural frequencies and the mode-shape matrix (columns normalised to unit modal mass).
- Use the transformation , where are the principal coordinates.
- Substitute and pre-multiply by . By orthogonality the equations uncouple:
- Solve each single-degree-of-freedom equation, for example with the Duhamel (convolution) integral:
- Transform back: .
For harmonic force , the steady-state result is . Often only the first few modes are needed, which reduces the size of the problem greatly. With proportional damping () the same method works with a damping ratio for each mode.
✓ Answer checked by Claude Opus 5.5 (high effort)
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