I have a client that, among other things, is unhappy with how noisy his condominium building is. It is a 3 story wood framed, brick veneer structure and contains only 5 "high end" units. The floors are constructed of wood I-Joists, which permit fairly long spans and an "open" floor plan. OSB subflooring, hardwood floor covering, and apparently no gypcrete topping are present, therefore the floor system is light and flexible. There isn't much to dampen the vibration or absorb the vibration once it is transmitted to the atmosphere as sound.
I suspect that part of the problem is that the lack of structural mass, flexibility, long spans, and few interior partition walls result in a natural frequency that picks up, and transmits normally occurring vibrations like a bass drum might.
Here's the challenge: diagnose the proximate cause and prepare a remediation plan.
Arriving at a quantifiable diagnosis is essential. We cannot just start trying things like sound attenuation insulation. I would not expect that to work if we are dealing with vibration that is dispersed throughout the wood frame. If it were attributable to a systemic distribution through the frame I would expect to approach the issue through some form of dampening.
At this point we're just speculating - that's why I want to explore diagnostics first.