The Missing Jolt... sounds interesting. That's my question exactly: where is the jolt? Where are signs of an increase in resistance?...
Almost provably certain there was no increase in resistance. Certainly not a large one.
The expectation of an increase seems to come from a concept that somehow the 'top block' started to fall and fell through a space before coming into contact with an undamaged tower below. Let's call that concept "it fell through a gap THEN gained contact with a jolt".
The concept is false and there are two main problems with it.
I'll take the chronological second one first. The start of the fall of the 'top block' led into the 'global collapse' of the lower tower - plus the disintegration of the top block at some stage in the process naturally.
All the visual evidence of that global collapse is dominated by the pancaking collapse of the open office space floors. We can see the key factors. The core is hidden so let's deal with the bit we can see first. The open office space of the top block fell onto the floor space below. Not onto the columns but floor onto floor. Contrary to what is often claimed that falling mass took the line of
least resistance. Below the falling 10 or 20 floors of top block was only one floor at a time and the falling weight was simply overwhelming - it sheared off the connections between the impacted lower floor and the columns - both ends - core and outer tube. And meeting very little resistance from those floor to column connectors there was very little to cause any slow down or significantly reduced acceleration.
Now Tony Szamboti for one went looking for a 'big jolt' of when the columns of the top block landed on the columns of the lower tower. There was no 'big jolt' and Tony concluded, wrongly, that the columns had been removed by 'unnatural causes'. Not so. The real reason was that the top block columns were already out of end for end contact with their lower tower halves. Proof extremely simple but leave that for now.
Now the chronological first problem with the "it fell through a gap THEN gained contact with a jolt" concept is that through the start of the fall of the top block there never was a gap to fall through. Start with a preconception of 'demolition' as Tony Szamboti did and the logic quickly circles to prove its own premise. i.e. "demolition removed a bit of column leaving a gap and there was no jolt because there was a gap in the columns." Not so. To be pedantic not
necessarily so - another point for later elaboration if discussion continues.
So the 'initial collapse' mechanism which allowed the top block to start to fall never created gaps in the columns - whether they plastic buckled OR sheared OR fractured at bolted joints - however the columns failed and let the top block fall - they did so with the ends already bypassing and no re-alignment possible BUT no gap and no impact of column on column to cause a 'jolt' or, in your terminology, no "...signs of an increase in resistance". The shearing off of the floors involved much smaller forces. There were 'jolts' but many of them and far smaller that those expecting column on column contact were looking for.