I'm fully aware of, and have repeatedly made clear, that I know you don't think the low magnitude decelerations are big enough.
You are assuming a rigid body, and impact between elements which did not collide.
Again, apples and oranges. I do not have any reason to think that the jolts you suggest should be there for WTC1 are in any way supported by metrics of verinage demolition. The structures are entirely different, and the mode of destruction is also different.
They are.
Wrong end of the chain Tony.
There's only partial collision between a minority of perimeter columns, very unlikely that there will be much collision between core columns and anything but floor assemblies or core cross-bracing, and only around the 70MJ mark is required to separate an entire floor from its connections to both core and perimeter.
You've seen the FEA of column impacts and *jolt* magnitude clearly diminishes the further you get from the contact point even in ideal conditions.
What is colliding with what that you think should propogate all the way to the NW corner through the non-rigid flexible and compressible structure of the upper block of WTC 1 ?
(oh I really shouldn't have asked that. Tony, PLEASE don't go on autopilot and suggest core column impacts. The graph I included above should make you think before you leap there)