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
Hysteresis, the bilinear model, tangent stiffness and the iteration inside every nonlinear time step.
Start lesson →Strength reduction factors, the equal-displacement and equal-energy rules, equivalent damping, and the demand that peak displacement does not describe.
Start lesson →
Module checkpoint
Check what you have taken in
4 questions
Question 1
A bilinear system has k = 8.0 MN/m and fy = 360 kN. What is its yield displacement, in millimetres?
Question 2
The same system reaches 158 mm. What is its displacement ductility demand?
Question 3
Using the equal-energy rule, what strength reduction factor corresponds to a ductility of 3?
Question 4
A nonlinear time-history analysis reports 210 non-converged steps out of 24 000. What should be done?