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
From two degrees of freedom to any number: what changes is only that the determinant can no longer be expanded by hand.
Start lesson →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.
Start lesson →
Module checkpoint
Check what you have taken in
5 questions
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?
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?
Question 3
A modal analysis of a symmetric square building returns modes 1 and 2 at exactly the same frequency. Is this an error?
Question 4
A mass-normalised mode has a period of 0.8 s. What is its modal stiffness φᵀKφ?
Question 5
Which of these quantities is UNCHANGED when a set of mode shapes is renormalised?