Hey Geoff with out getting into a pissing match here. We may be talking about two different things.
I am not discussing the resonant frequency here. I am discussing the use of mass to keep the platform in place. Things at rest tend to stay at rest. The higher the mass the more extenal force it takes to move the object.
If the platform were directly coupled to a stand via cones etc. the seismic churning of the earth will disturb the platform. The better the isolation the less the transmitted force. The larger mass simply keeps in place. With out the mass the transmitted forces will allow the platform to move sympathetically with the seismic vibrations.
As for the density of the materials used, VP utilizes a large billet of steel underneath to make up the 150 lbs this thing weighs. A denser material would be much more expensive and in many case more difficult to work with.
Design of industrial and institutional vibration platforms is not the simple mass-on-spring you seem to think it is. They employ over 15 PE's on staff. Check out many of the vibration and acoustic control companies around and you will find that most of these companies are made up of PHD's. Not because they want to look important but because it is a very difficult field to understand.
If it were as easy as you seem to think it is they would just employ a couple simple dense slabs of Corian separted by a couple of springs. Or every one would just use two pieces of MDF with a Thermarest mat in between.
Rest assured my textbooks are well dusted. I am PE Mechanical Engineer and work with a number of Vibration consultants on my projects on a daily basis.
I am not discussing the resonant frequency here. I am discussing the use of mass to keep the platform in place. Things at rest tend to stay at rest. The higher the mass the more extenal force it takes to move the object.
If the platform were directly coupled to a stand via cones etc. the seismic churning of the earth will disturb the platform. The better the isolation the less the transmitted force. The larger mass simply keeps in place. With out the mass the transmitted forces will allow the platform to move sympathetically with the seismic vibrations.
As for the density of the materials used, VP utilizes a large billet of steel underneath to make up the 150 lbs this thing weighs. A denser material would be much more expensive and in many case more difficult to work with.
Design of industrial and institutional vibration platforms is not the simple mass-on-spring you seem to think it is. They employ over 15 PE's on staff. Check out many of the vibration and acoustic control companies around and you will find that most of these companies are made up of PHD's. Not because they want to look important but because it is a very difficult field to understand.
If it were as easy as you seem to think it is they would just employ a couple simple dense slabs of Corian separted by a couple of springs. Or every one would just use two pieces of MDF with a Thermarest mat in between.
Rest assured my textbooks are well dusted. I am PE Mechanical Engineer and work with a number of Vibration consultants on my projects on a daily basis.