.
Well, one of the world's premier experts is Zdenek Bazant.
You would do well to attempt to emulate this paper:
"Stability of Elastic, Anelastic, and Disintegrating Structures, and Finite
Strain Ejects: an Overview"
http://www.civil.northwestern.edu/people/bazant/PDFs/Papers/S49.pdf
Next would be Leslie Robertson, who has stated clearly that, once the collapse began, collapse to the street was inevitable.
Next would be about 100 structural engineers who produced NIST report.
According to you, there is no such thing as progressive collapse in a building due just to gravity. For you, the beginning & end of "Engineering Principles of Progressive Collapse" is "keep explosives away from buildings".
So, you should consider the approximately 10,000 authors of the following 4500 papers, books regarding "progressive collapse" to believe that there is just a tad more to it than you believe.
http://scholar.google.com/scholar?q="progressive+collapse"&hl=en&lr=&btnG=Search
Just a sampling.
Others here have also posted the names of hundreds of experts.
You were saying, as to why we should believe you...??
Tom
Hm, this Bazant paper from year 2000 is just a review about the first failure that may develop in a structure due, e.g. overload, and of little value to proper
structural damage analysis and its multiple failures one after the other, the first failure causing the second failure, loads being transferred and/or shifted, and so on.
Bazant's only venture into WTC 1 destruction on 911 has resulted into a couple of papers, the latest so called BLGB 2008 with Greening and Benson assisting. In all these papers the model is 1-D and upper part (line!) C is considered rigid with an extremely strong bottom floor (#97) that remains intact during destruction of floors #1-97 including all intermediate support structure; columns. As part/line C bottom floor (#97)/point doesn't displace relative to other floors #98-110/points on line C and the other floors #98-110 remain fixed relative each other, line C thus remain constant.
The lower structure, part A, is also a line of floors #1-96 or points and this line is compressed, point by point starting from point 96, from above by line C. So when point 96 is compressed down towards point 95 by line C, the line in between these two points in line A become shorter - it is compressed so it becomes 1/4 of its original length. The compressed line is called line B (rubble).
This compression of line A into line B is thus done in 97 steps et voilà! Line A has disappeared and become a line B = A/4, with line C still on top.
At this stage line C is also compressed! By line B from below and C becomes C/4.
With this strange 1-D model of lines C, A and B Bazant suggests that structures can be one-way crushed down (C crushing/compressing A into B) and crushed up (B crushin/compressing C into 1/4 its original length).
Evidently it is just a mathematical model with very strange assumptions, e.g. C being constant during crush down and being compressed during crush up.
What kind of structure is that? Does it exist? Answer is no.
You can evidently improve on the Bazant model and assume that line C behaves exactly as line A when force is imposed on it, i.e. line C is also being compressed into line B. Then line C disappears very early!
Another assumption is about line B. According Bazant line B becomes very solid and cannot get further damaged and due to gravity force, it compresses first line A more and more during crush down and then line C during crush up and finally line B - compressed lines A and C - becomes unstable and a heap of bits - the model is not 1-D any more.
So anther question; what is really B? Bazant suggests it is rubble - a line representing rubble - that can apparently destroy structures like A and C in any direction; down or up.
Does such rubble (of previous intact structure) exist? Answer is no.
This is another version of my paper to ASCE Journal of Engineering Mechancis to be published soon (after apparent peer review) as informed by editor Ross Corotis.
Re Mr Robertson it is just an opinion based on no facts at all.
Re the 100+ world famous experts of NIST you say have explained the WTC 1 destruction, the simple answer is that NIST never made any structural damage analysis of WTC 1 and only suggested that potential energy applied on the structure at and after initiation (part C dropping on part A) exceeded the strain energy that could be absorbed by the structure (A and C) and that global collapse ensued. No calculations of any kind.
Actually the potential energy applied at initiation (assuming a big free fall drop of 3.7 m) is very small and the strain energy that the structure could absorb was say 10 000 times that! Due to that you would expect, apart from an immediate jolt at contact C/A, very limited local failures of both C and A, if upper part C was actually dropped on lower part A. That's why a one-way crush down is not possible. In any scale! For any structure.
I have of course explained this before in my popular papers and nobody seems to be able to debunk them. I have asked Bazant for comments = no replies.
Any other world famous structural design experts supporting the OCT?
Re your Google search on
progressive collapse they are all about an initial failure for various reasons and subsequent local failures. There are many papers about ship structures! Search and you may find mine! But you will not find any paper about a structure where dropping a part of this structure will destroy the rest of the structure.