As it happens, I am preparing a class called "Stress and Resonance" for the Central East seminar in Milwaukee, and have been reviewing material on various topics including downbearing. I have been enjoying Mr. Hartman's articles (they are timely to my preparation) which present some interesting ideas. For those who have not seen them already, I would highly recommend "Five Lectures on the Acoustics of the Piano" edited by Anders Askenfelt. My copy came from Steinway several years ago, and it is probably still available there since this is not the sort of thing which sells out quickly. In his introduction, Askenfelt presents a clear description of impedance, matching and mismatching, and the effect on volume and sustain, with (in my opinion) due respect for the elegance of the resonance system of the piano. When an expert on acoustics lays out the constraints that physical reality imposes upon the piano, I think it is a good idea to accept what he says as true. T he principles of impedance seem to say, "You can have either sustain or volume, but you can't have both." However, making pianos with both sustain and volume has historically been a fundamental goal, which calls for a closer look at the idea of impedance. In my experience, applying physical principles to simple and controlled cases, and then applying the same principles to the (extremely) complex cases which exist in pianos, is never a direct progression. There always seems to be a twist which causes unexpected results. Consider a piano with a total string-on-bridge downbearing of 800 lbs. (this is a number one hears tossed about frequently). The principles of impedance seem to dictate that increasing this downbearing to 850 lbs will increase volume and decrease sustain, and decreasing downbearing to 750 lbs. will have a converse effect. This cause and effect relationship is probably true, and would be difficult to verify. But it does not rule out the possibility of >increasing both volume and sustain< without changing the total 800lb load on the soundboard. This effect is possible because the total 800 lb. load can be distributed across the length of the bridges in many different ways, with some load distributions much better than others. I would like to venture the opinion that the distribution of the downbearing has a greater effect on the overall response of an instrument that the total load. This is a big topic and I would be very interested on other opinions. A word on total load. Mr. Hartman mentions setting total load in the range of 1000-1500 lbs. Can you describe how you determine this? (If this will be covered in a future article, I can wait). I once heard Andre Bolduc state in a class that downbearing in a piano totals 10,000 LBS(!). This was not a slip of the tongue because someone questioned the number and he insisted. I believe this was in Toronto, so may be outdated. In my own work, I feel even 1000 lbs is too much and set the total load (evenly distributed load/bridge-length) to less than 750lbs. Bob Hohf
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