Tony,
While I disagree with nearly everything you say, I do not disagree with this.
What is your opinion about why nearly all the structural engineers that design tall buildings for a living and all the structural engineers who worked down on the search and recovery and who saw the impact, the damage, and the debris have come to the opinion that there was no CD? It seems to me that your opinion is almost unique.
Are you another Galileo who is going to explain to these structural engineers, in CD terms, how the earth revolves around the sun? You have not had much success so far.
...And what is the tallest building you designed?
In my experience a large proportion of structural engineers can easily become fixated on a minor aspect of design and lose sight of the bigger picture.
The issue currently dominating discussion of Tony's material here is his "Missing Jolt" paper. That paper has lost sight of the bigger picture. It wrongly interprets the actual collapse mechanisms which occurred in similar fashion with the two tower collapses on 9/11.
The critical stages of those collapse mechanisms were:
(1) an initial failure of the impact zone which was a rolling cascade process which quickly but still progressively allowed the "top block" to start to descend.
(2) That descent transitioned into a global collapse which occurred when the falling top block fell
inside the outer tube of columns and (mostly) missing or surrounding or partly striking a core which was effectively very much weakened by the manner of load application under failure.
(3) Then pancaking of the floors resulted in a rapid sequential global collapse.
Tony's "missing jolt" is premised on a clear stage of falling top block - after it started to move - meeting a strong resistance. That strong resistance was not there so Tony concludes "no jolt therefore demolition".
Wrong on two parts of the basic premises. Hence my earlier comment that "structural engineers get lost in detail and lose the big picture".
Those two parts which are wrong in time reversed order:
(1)There was no resistance significant to cause any large jolt which would noticeable/measurable by Tony's technique. No outer columns to cause it, few bits of core; AND
(2) There was no free fall of the top block OR fall close to free fall to create the impetus which could crush the columns - but it didn't have to crush columns. The falling mass was more than sufficient to overcome friction and shear the floor joist to column connectors.
The falling impetus was overwhelming for the latter task - overcome floor connectors of one floor at a time plus a bit of residual core strength and some friction of top block on columns.
BUT no matter how large that falling impetus the floor joist connections et al were not strong enough to resist sufficient to show measurable jolt.
So the missing jolt explanation fails like so many in that it does not apply to the mechanism of collapse which actually occurred.
And that is the point where I usually decline to pursue the particular hypothesis further. It does not match the real world of 9/11 so forget it.
(With the thermate claims; -ite; -ate or nano- I don't even bother going that far. There is simply no way that any of the three could cause or contribute to the collapse mechanisms which actually happened WTC 1 or 2 even if we ignore the logistic 99.9% improbability of -ite or -ate being able to be used.)