Anyway, at the present time, I will not divulge all the on-going machinations around my paper with Bazant, but I will say that ONE issue centers on our mathematical approach to the collapse problem - an approach that has been criticized for being "too simplified". Indeed, there are those in the engineering community who believe that detailed finite element calculations are the ONLY way to model the collapse of WTC 1 & 2. Obviously I, and Bazant, totally disagree with this view!
And so the debate continues.......
Wait a minute... You mean to tell me that after publishing two papers by Bazant that espouse the mathematical model of crush down then crush up, that the good people at JEM have finally looked beyond Bazant's credentials and into the meat of the theory? I guess it's better late than never.
My question for you regarding your mathematical model vs. a finite element analysis is this: If a finite element analysis were performed for the entire collapse (ie. everything that happened after "collapse initiation" in the parlance of NIST) do you think the upper section of floors would remain in tact as a rigid block and crush down through the entire lower structure, and only after the upper section of floors completely destroyed the lower structure would it then become non-rigid and destroy itself (crush up)? Or would it be more likely that the upper section of floors would not remain a rigid block and intact as it destroyed the lower floors?
Surely a man of your intelligence can see that the upper floors would, in fact,
not crush the entire lower structure as a rigid block, but instead would be just as likely as the lower floors to deform and "crush up", you know, seeing as how the upper and lower floors were very similar to each other structurally and materially speaking. What I mean is, if the columns and connections comprising the lower structure are likely to fail when the upper floors impact it, doesn't it just make sense that the columns and connections comprising the upper floors are just as likely to fail at impact? If not, why do you think not?
I'm even giving your mathematical theory the benefit of the doubt by not taking into consideration the fact that the lower down in each structure you go, the stronger and sturdier it would be (the lower structural elements had to carry more weight, after all), and thus would be even less likely to deform and fail than the relatively weaker upper section of floors.
Because this new paper you have penned with Bazant continues to rely on this ridiculous crush down then crush up theory, it is abundantly clear that
your mathematical model is too simplistic, and that a finite element analysis would be a much better representation of reality. Is it possible to formulate a mathematical model that's close enough to reality to make it instructive? Maybe. I don't know. What I do know is that yours and Bazant's certainly is not.
Once JEM forces Bazant to formulate a model that's closer to reality (that is, if he can), Bazant should publish a retraction of his two previous papers if he wants to salvage any shred of credibility.
And I am saying that this is true REGARDLESS of the added sensitivities of publishing, in a mainstream (read conservative) engineering journal, a paper on the collapse of WTC 1 & 2 that even MENTIONS controlled demolition/explosives !
You realize you have just given Dr. Jones and the Journal of 9/11 Studies more credibility. If what you say is true, it would be virtually impossible for a "mainstream (read conservative) journal" to publish anything that advocated, let alone MENTIONED, controlled demolition. If it's difficult to get a paper published in a mainstream journal that is
debunking CD because it only mentions it, how on earth could you get a paper published in a mainstream journal that is supporting CD?