Allow me to begin with the model I asked about first. Your analysis assumes that the entire top section should have been cut through by the core columns, and it should have slipped down inside of itself, while the perimeter columns rigidly hold firm and the interior floors arrest collapse via friction. There are several problems with assuming this:
- The tilting of the upper section as it begins to fall applies immense shear stresses against the perimeter columns. These shear stresses were far greater than any of the bolts connections were capable of arresting.
I can corroborate this through examining two observations:
- The planes were a mere 100-tons, and plowed through the perimeter columns with ease. The columns which were directly impacted by the place underwent intense shear stresses that exceeded what the connections were capable of resisting.
- The perimeter columns were distorted just by the lateral loading imparted by the sagging floors in the impact regions. This was happening well before the collapse initiated. Newton's Bit did calculations on this Here, though I am certain you've seen it already.
You're treating the perimeter columns as if they are so rigid they could contain a 15 to 30 story section of building without the individual parts yielding catastrophically. What the pre-collapse buckling demonstrates is that the individual exterior columns are not as rigid as your model would suggest. They were deforming under 6 Kips of lateral shear. The upper section was roughly 100,000 - 150,000 tons.
That appears to me to be the biggest weakness in your argument.
You have misunderstood. NIST & Co assume that the
upper block is completely intact during the complete destruction. The
upper block lowest floor is never damaged and acts as a piston top compressing air below and crushing down floors and columns below, inspite of the fact that there are big holes in the floors for lifts, cables, piping, stairwells, etc.
It is quite ridiculous and not seen on any videos. The
upper block is the first to be destroyed as seen on all videos. It cannot then crush down anything.
I, using clear thinking when checking the NIST & Co scenario, suggest that the stronger structural parts, the columns, damage the weaker structural parts, the floors, when in contact with each other after initiation. As only floors are damaged locally at one edge, they are assumed to hinge down at the other edge and then drop down on the floor below and rub against it there. Friction develops ... and arrest further destruction very soon.
NIST & Co ignores friction as an important factor to arrest gravity driven local failures.
If you look at my figures and read my articles you will see that, e.g. no vertical loads are imposed on the perimeter wall columns as 50% of them are outside the action and the other 50% are damaging floors. No big shear can be imposed on the columns after that; the friction forces on the slooping floors between damaged floors are evidently transmitted to the columns via the intact bolted connections but that connection is so weak compared with the column so it will shear off first. The bolts have 1/1000 the strength of the columns.
Evidently the lower columns at say floor 30 could contain all the masses of the 78 floors above without any problem. Compressive column stresses were <0.3 yield everywhere when structure was intact.
But my scenario does not take place. The
upper block disappears when the lower structure is still intact. And then the lower structure is destroyed by LCD as proposed earlier.
The serious error by NIST & Co is that they ignore external FRICTION as the main energy absorption factor after structural failures of composites (concrete/steel) occur. Only the 'internal friction' of a part represented by its strain energy is assumed to absorb energy but it only works when the part is initially deformed or cut apart. Their explanation of the cause of a gravity only driven collapse is therefore not valid.
Back to the drawing table!