I calculate the same torque for a 'fastener arrangement' (I'm defining this as a combination of bolt material and size, base materials, head size/washers, friction, temperature conditions, thread lubrication) regardless of whether it is part of a static or dynamic assembly. Except in extreme cases (high RPM, high shock maybe?) the fastener doesn't know if it's moving or not.
In my industry, the rotating parts and stationary parts are not made of the same base materials. Housings, mounting plates, etc are cast iron or plain steel. Rotating parts are usually 316 stainless steel. Gearbox internals are plain steel or alloy steel. So a 3/4" bolt in each of those situations gets a different torque.
The location, quantity, and fastener size are what vary for the joint. In a dynamic application there might be an additional margin added to the loads to account for fluctuations or upset conditions, but otherwise it's the same as a static condition. (In a static application, there could also be additional margin to account for things like seismic.)
If you're using the same fastener arrangement with different torques, you're de-rating the fastener if you apply less torque than it can handle. That seems silly to me. I calculate the torque and load capacity of a variety of fastener arrangements and choose the fastener arrangement that is required for the joint.