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NIST's WTC 7 Collapse Theory

Analysis of fire and collapse theories and examination of related evidence.

Re: NIST's WTC 7 Collapse Theory

Postby OneWhiteEye on Thu Oct 08, 2009 7:45 pm

OneWhiteEye wrote:
femr2 wrote:I'll start compiling, but here's a crude observation...

http://www.youtube.com/watch?v=WnXeUIaYj3k

Your 'crude' observation is right on the money, as far as I'm concerned.

I should mention that I watched with no audio, so I wouldn't know what observations were included there! It was sufficient to see that the subject was side-by-side comparison of animation and video. I'll listen now, to see what else there may be.

Edit: OK, silent film. Some of the comments below, wow.
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Re: NIST's WTC 7 Collapse Theory

Postby Major_Tom on Sun Oct 18, 2009 8:51 am

femr2, the video is a nice start.

I think the contrast between the NIST model and reality is mind-blowing.


If I did videos this would be a huge theme in my work.


The good posters raised the following issues:


1) What does the model show which can explain what was happening during the near freefall phase of collapse? (Wouldn't we all be curious how the structural resistance fell to near zero for about 8 floors of falling and then was magically restored?)


2) How does the model explain the initial lateral failure progression leading to what appears to be near simultaneous column failure. (I've never been able to visualize the chain of events that leads to rapid symmetrical collapse)

3) How does single column failure lead to global collapse (the type of collapse witnessed?)


4) Comparing the penthouse fall in the model and in the real world (i.e. the freefalling) penthouse).

5)Contrast the unevenness of the roofline in the NIST model to the obvious symmetrical straightness of the roofline in reality. Model actually shows: "at least initially, a slow displacement resulting from folds developing across the major portion of remaining structure." (OWE)


On the model itself:

"This, according to NIST, is simulation of an unprecedented scope (guess they hadn't heard about Extreme Loading, eh?) requiring thousands of hours of computation. Anyone in the least familiar with simulation techniques must be immediately skeptical of simulation without precedent and actual physical examples, since this is the means by which simulation is developed and verified, and must also call foul when the results of the simulation bear only passing resemblance to the event being simulated.

The nature of most physical simulations, even of very simple systems composed of only a few free bodies, present the opportunity to diverge rapidly from actual system evolution as the result of only small initial deviation from the system state at any given step. While it would be quite a miracle if the entirety of the physical simulation matched the observed dynamics and would lead me to suspect data-fixing, the alternate result - that of a poor match and the one that was actually presented - leaves little room to conclude that the dynamics have been adequately captured. Only if your institutional standards absolutely suck can you claim this simulation reflects the actual dynamics. It is merely a solution which leads to global collapse, from among the innumerable other outcomes which could lead to similar or entirely different results, and completely distinct from a solution that matches the observables." (OWE)


Reality check: How would we expect the building to react to the loss of a single column?

"WTC7 has 24 core columns. Removing one column = no. 79 between floors 11/13 does not produce overload of adjacent two core columns (or perimeter wall columns). You can evidently continue to remove (adjacent) core columns at floors 11/13 to see when an adjacent core column becomes overloaded and will buckle by itself and then you should check it it means that further, adjacent columns just fail/buckle by themselves ... and how much of the load drops down (or out = does not contribute to further actuion) and how much is transmitted to still intact structure to assist further destruction.

Or in other words - arranging local failures as suggested above will probably result in serious local failures, e.g. one part of the structure/tower collapses due to bottom supports having been removed and the load drops off the structure, while the remainder structure still stands." (Heiwa)


The 4 points above with the two quotes contrasted with the NIST simulation can be the basis of a good one hour documentary. Much better than this NOVA crap, or National Geographics.

Someone like you or Achimspok can produce powerful material on this theme.


If you were to contrast the NIST model carefully highlighting any and all of these points I'd put that at the very top of a comprehensive WTC7 collapse features list.



Powerful potential.
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Re: NIST's WTC 7 Collapse Theory

Postby peterene1 on Sun Oct 18, 2009 1:36 pm

the NIST dancing building would break almost all of the windows some 3 or 4 seconds into the global collapse, I would imagine that being in the list.

Image
Fight the dark forces of moron!
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Re: NIST's WTC 7 Collapse Theory

Postby Heiwa on Sun Oct 18, 2009 5:24 pm

Actually, the complete NIST WTC 7 report is nonsense!

According NIST Final report of the WTC 7 collapse (20 November 2008) pp 47-48:

"The probable (sic) collapse sequence that caused the global collapse of WTC 7 was initiated by the buckling of Column 79 … The buckling of Column 79 led to a vertical progression of floor failures up to the east penthouse and to the buckling of Columns 80 and 81. An east to west horizontal progression of interior column buckling followed due to loss of lateral support to adjacent columns, forces exerted by falling debris, and load redistribution from other buckled columns. … Global collapse occurred as the entire building above the buckled region moved downward as a single unit."

Similar and more precise suggestions are given on page 90:

"WTC 7 was prone to classic progressive collapse in the absence of debris impact and fire-induced damage when a section of Column 79 between Floors 11 and 13 was removed. The collapse sequence demonstrated a vertical and horizontal progression of failure upon removal of the Column 79 section, followed by buckling of exterior columns, which led to the collapse of the entire building."

Looking at the NIST simulations on videos evidently the entire building above the buckled region did not move downward as a single unit and no buckling of exterior columns (where ???) is seen.

Actually, the software used by NIST is not capable to to the structural damage calculations of the simulations.

This is confirmed by correspondence 14-15 January 2009 between Mr. Geoffrey Walter Ritchey and NIST:

"I respectfully request copies of the following NIST records:
Instructions for running the NIST simulation of the collapse of World Trade Center Building 7 on my own hardware including required software, required hardware, and any parameters to the program. ...
Geoffrey Walter Ritchey"

The response from UNITED STATES DEPARTMENT OF COMMERCE National Institute of Standards and Technology was simple:

"NIST has no documents that are responsive to your request."

So no data base of the NIST simulations exists.
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