The Chartership Forum

Structural dynamics

Work through
a complete problem.

Use the course concepts together, choose a model and check its response.

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  1. A plant platform that shakes

    Decide whether a dynamic problem exists at all, then quantify it.

  2. Reading a free-decay test

    Turn a measured decay trace into the damping and the damper the model needs.

  3. Isolating a machine that is already installed

    Transmissibility decides the mounts, and the answer is softer, not stiffer.

  4. A pressure pulse on a wall panel

    The duration relative to the period decides everything about a short load.

  5. Choosing a time step, and proving it

    Stability, accuracy and the demonstration that the step is adequate.

  6. A two-storey frame from first principles

    Two masses, two stiffnesses, two frequencies — and a check that they are right.

  7. Lumped or consistent mass

    Two defensible mass models that bracket the exact answer from opposite sides.

  8. Three storeys: modes and mass

    Read a modal output and decide how many modes the analysis actually needs.

  9. Fitting Rayleigh damping, and checking it

    Anchor the damping at two frequencies, then find out what every other mode received.

  10. From modes to base shear

    Turn a modal output and a spectrum into a force, then check it is credible.

  11. SRSS or CQC

    When modal periods are close, the independence SRSS assumes is not there.

  12. What a spectrum analysis does not tell you

    The same building, the same record, two methods, and the gap between them.

  13. Setting up a time-history run

    Pick the step from the right mode, count the cost, and demonstrate convergence.

  14. A frame that is allowed to yield

    Ductility demand, the strength it buys, and the displacement it does not reduce.

  15. Yield, or isolate

    Two ways to survive the same earthquake, and what each does to the building.

  16. Sizing an isolation system

    From a target period to a moat width, and the factor of two in between.

  17. A damper retrofit

    Size a damper, place it by modal drift, and say what it added.

  18. Designing a tuned mass damper

    Choose the mass, and everything else follows — including the sensitivity.

  19. Auditing an analysis you did not run

    Six checks in order, on an output that looks entirely normal.

  20. One building, end to end

    The whole course applied to a single structure, and the decision it leads to.