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Floor vibration and serviceability

Vibration behaviour is set by two things: stiffness and mass.

In a concrete floor the large mass absorbs the energy of a footstep. A light floor has less mass, so the same footstep produces a larger response.

This is not a strength problem: the floor carries the load. But for the user it is one of the most important quality characteristics.

  • Bounce: the floor springs when someone walks across it.
  • The glass effect: objects on the table move when someone walks past.
  • Transmission: the movement is felt in the next room.

These are often more annoying in the adjacent room than where the footstep happens.

Increasing stiffness is the most effective tool. A deeper joist gives more stiffness for less extra material than thicker sheet does.

More joists, less load each, a stiffer system.

Blocking between the joists improves not only stability but also load sharing: a footstep is carried by several joists.

For vibration this is one of the cheapest improvements.

A wet screed or a thin concrete layer improves vibration behaviour considerably.

For more demanding cases — an apartment-building floor, say — a composite floor on steel decking can be designed — the Lewis system is the established one here: the dovetail sheet counts as the bottom reinforcement, giving a thin floor that carries load and insulates well. Floor build-ups.

Resilient layers and a decoupled floor improve sound transmission first of all, but they affect the feel of the vibration too.

Checking vibration is a serviceability verification: the natural frequency of the floor and its response to excitation are determined and compared against criteria.

The important thing is that it is not left out: a floor sized only for strength can satisfy the standard and still be unpleasant.

Vibration is the characteristic by which the occupant judges the floor. Design for it — afterwards it can only be fixed by opening up the build-up.