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Queensferry

Module 19

Structural control

Passive, semi-active and active control at an accessible level, with tuned mass dampers given the strongest practical treatment; sensors, actuators, feedback, robustness and fail-safe behaviour.

What this module covers

  • Explain how a tuned mass damper works and why one resonance becomes two
  • Apply Den Hartog's optimum tuning and say what it optimises
  • Quantify the effect of mistuning and explain why it is the practical limit
  • Distinguish passive, semi-active and active control by what supplies the force
  • State what an active system needs and how it must fail
  • Say when a TMD is the right device and when it is not

Lessons

  1. A second mass that moves out of phase, the tuning that makes it work, and the mistuning that undoes it.

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  2. What supplies the force, what each needs to work, and why fail-safe behaviour decides which is buildable.

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Module checkpoint

Check what you have taken in

4 questions

  1. Question 1

    A tuned mass damper has a mass ratio of 3%. What is Den Hartog's optimum tuning ratio?

  2. Question 2

    For the same 3% mass ratio, what is the optimum damper damping ratio?

  3. Question 3

    With a 3% mass ratio at the optimum, what peak magnification does the undamped theory predict?

  4. Question 4

    A structure's safety in the design earthquake would depend on an active control system operating. Is that acceptable?