Not an acceptable answer. Is "pancake initiation," something different from truss failure? If it is, I want to know exactly what "pancake initiation" refers to.
This has been explained numerous times, but it bears repeating yet again. It is a reasonable question, and I like to encourage those.
"Pancake initiation" is the notion that floors would fall independently of the frame, and set off a chain reaction. The initial failure is the floor truss connections at the perimeter and core columns. The floor itself then falls on the floor below, which (in this model) cannot handle the added weight and shock of impact, and that floor's connections fail too.
After a few floors fail in this mechanism, the columns -- until now, still standing -- buckle not because of increased weight, but because they've lost their cross-bracing and thus the unsupported column length, and hence their effective slenderness ratio, increases due to the floors going away. Thus they do not require additional weight or impact to buckle, just loss of stabilization. Once the columns fail, the upper structure comes down as a whole, destroying whatever is left.
This differs strongly from NIST's hypothesis and does not match what we saw. In this model, it is highly unlikely for inward bowing to appear at the perimeter columns ahead of collapse -- this is indicative of very strong truss connections, and makes it unlikely that floors even could fall as single units. Also, the video clearly shows the perimeter walls buckling inward at the moment of instability.
These and other effects lead us to NIST's "progressive collapse" mechanism, which is that the floors remained intact, but bowed, creating inward stress on the perimeter columns, reducing their strength not through loss of bracing, but by creating eccentric loading that causes them to buckle. This is added to other factors, including weakening due to impact and heat, and creep particularly in the core accelerated by heating and redistributing the load to the perimeter. There are other factors NIST does not consider significant but others do, primarily thermal expansion and contraction, though this does not conflict with NIST's hypothesis, only adding to it.
NIST treated the "pancake initiation" hypothesis explicitly in Appendix B to NCSTAR1-6D. In this experiment, using simulation they demonstrate that a single floor failure is not expected to cause a cascading failure, even with damage taken into account. The impact from a single floor is nowhere near as huge as the entire upper block of floors and frame. This result makes the "pancake initiation" hypothesis very difficult to support, even had the video not led us away from it in the first place.