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Queensferry

Module 16

Nonlinear structural dynamics

What changes when the restoring force depends on history: hysteresis, tangent stiffness, iterative equilibrium, ductility demand, residual displacement, and why superposition and response spectra stop applying.

What this module covers

  • Describe a bilinear hysteretic system and state what each of its three parameters controls
  • Explain why a nonlinear step needs iteration and what the tangent stiffness is for
  • Compute ductility demand, hysteretic energy and residual displacement from a response
  • Use the equal-displacement and equal-energy rules, and say where each applies
  • Explain why superposition, modal analysis and response spectra all stop being valid
  • Recognise when a nonlinear analysis is genuinely needed and when it is not

Lessons

  1. Hysteresis, the bilinear model, tangent stiffness and the iteration inside every nonlinear time step.

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  2. Strength reduction factors, the equal-displacement and equal-energy rules, equivalent damping, and the demand that peak displacement does not describe.

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Module checkpoint

Check what you have taken in

4 questions

  1. Question 1

    A bilinear system has k = 8.0 MN/m and fy = 360 kN. What is its yield displacement, in millimetres?

  2. Question 2

    The same system reaches 158 mm. What is its displacement ductility demand?

  3. Question 3

    Using the equal-energy rule, what strength reduction factor corresponds to a ductility of 3?

  4. Question 4

    A nonlinear time-history analysis reports 210 non-converged steps out of 24 000. What should be done?