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Truthers Take On NIST

There's another Douglas Architecture in New Jersey:

http://www.archiplanet.org/wiki/Douglas-Architecture_and_Planning,_Linwood,_New_Jersey,_USA
http://www.architectureweek.com/directory/firms.cgi?11975

The domain douglasarchitecture.com was registered on Aug 8 2006:

http://who.godaddy.com/WhoIs.aspx?domain=douglasarchitecture.com&prog_id=godaddy

The address given by Eric in making the registration appears to be his home address:

http://phone.people.yahoo.com/py/lg...each&state=NY&zip=11414-2802&phone=7187381488

It's quite close to JFK Airport:

http://maps.yahoo.com/py/maps.py?addr=15633+94th+St&city=Howard+Beach&state=NY&zip=11414-2802

A quick look at google earth seems to confirm that this is a residential address.

The phone number on the website 917-292-0355 is a cellphone:

http://www.bennetyee.org/ucsd-pages/area.html#917

Also he lists his full name as Eric Scott Douglas. A bit of googling later, I find http://www.ericscottdouglas.com/ which is registered to the same Eric Douglas:

http://who.godaddy.com/WhoIs.aspx?domain=ericscottdouglas.com&prog_id=godaddy


Here is his resume:

http://www.ericscottdouglas.com/Resume.HTM

He has a BA in Architecture from UC Berkley but no professional experience as an Architect, he's been employed mainly as a drafter.

Edited to Add:

His resume looks to be seriously out of date as it has him working as a drafter for an Architecture Firm in Oakland, CA since July 2001. Nevertheless, I don't think he's an architect.



Source: http://arch.ced.berkeley.edu/programs/undergraduate

Nice work, maccy!
 
If a neutral structural engineer analysed 911 mysteries I would be delighted.

Fungi has an agenda and no expertise.

Gravy, you wont even give the time of day to an Architect's critique of NIST
I've bolded the most relevant parts for your edification:
Argumentum ad hominem
This is a fallacy we studied before but it bears repeating, not least because it's perhaps the most frequently charged and least understood, in spite of its relative simplicity. Consider the following example:
You say that the conservatives' tax plans would leave the health service under-funded, but you're a liberal and would get rid of health care altogether.
Now, whether or not the characterization of the so-called liberal's beliefs is accurate (that question will be asked when we look at another fallacy to come), the point is that it isn't relevant: either the plans really will leave the health service under-funded or they won't (or, perhaps, the situation may be considerably more complex), but the political persuasion of the person making that criticism doesn't impact on the claim itself. That means that the complaint against the liberal is against him or her, not the claim; and that is what the Latin phrase means: an argument against the man (or woman—more accurately, "argument to the person"), rather than an actual counter-argument. In general, there are three kinds of ad hominem:
  • Abusive—the person is attacked instead of their argument
  • Circumstantial—the person's circumstances in making the argument are discussed instead of the argument itself
  • Tu Quoque—the person is said to not practice what he or she preaches
Notice what the ad hominem is not: it doesn't say that the political beliefs of the liberal don't motivate his or her criticism in the first place, or that he or she wouldn't want to remove health care altogether (although it doesn't seem likely), but only that these things are not relevant to the point at issue. For this reason it is usually grouped as one of the fallacies of relevance. It also is not equivalent to an insult, as many people seem to suppose.
Consider now some other examples:
Some politicians claim we should raise taxes, but they are just greedy opportunists trying to gain more of our money to spend on themselves.
This is an ad hominem abusive, since it attacks a (perceived) quality of the claimant(s) instead of the claim itself. It has the form:
P1: A claims B;
P2: A is a C;
C: Therefore, B is false.​
You say we should lower taxes, but you are living beyond your means and so you would be expected to say that.
This is an ad hominem circumstantial, since it brings in the circumstances of the claimant when they are not relevant to the claim at issue (even if they might explain his or her interest). It has the form:
P1: A claims B;
P2: A is in circumstances C;
C: Therefore, B is false.
You say people should learn to live within their means, but you are in debt yourself and make no effort to get out of it.
This is an ad hominem tu quoque, since it draws to our attention an inconsistency in the argument: if the claim is true, then the claimant should either change his or her ways or admit that the claim doesn't have to apply to everyone after all. It has the form:
P1: A claims B;
P2: A practices not-B;
C: Therefore, B is inconsistent with A's actions.​
Note that this differs from the first two examples in that they are instances of informal fallacies while the third is sometimes an acceptable move to make in any argument. Pointing out an inconsistency in someone's thinking does not show their position to be mistaken but it may show their advocacy of it to be hypocritical. If we change the form slightly, it becomes fallacious:
P1: A claims B;
P2: A practices not-B;
C: Therefore, B is false.​
That someone may be a hypocrite, of course, does not show their ideas to be false. The first form of tu quoque is fine but the latter is fallacious. In summary, then, the ad hominem fallacy brings irrelevancies to a discussion and distracts from the real point at issue.

Dismissing his (yet to be presented) points based on his (as yet undisclosed qualifications) is a fallacy. He is not claiming to be speaking from a position of authority on the subject; therefore his claims must be evaluated on their own merit.
 
Nice work, maccy!


I was going to post that new York state license but after wading through the battle on this thread I see it's already been posted. I see hes had a license since MAY of this year. so his first "projects" are probably just about now being completed. Unless hes a landscape architect by now his shrubbery has already received its first clippings.

This paragraph is a little off topic but after following a couple links from the Henry Theodore Elden letter to the AIA I stumbled upon a one million dollar reward fund setup to disprove that explosives were used. Then theres a link about radiation from samples of debris taken from GZ by some nut case William Tahill. I'm about halfway through this article and I'm thinking.. Radon perhaps? It is southern most building in Manhattan to reach all the way to bedrock. Not to mention the possibility of radon leaking from the path tubes or subways percolating up through the basement levels. I know in NJ we have a radon problem in the geological areas of what is called "The Reading prong". heres a map of geological area at risk. But no, they are thinking there was a reactor planted secretly in the basement that deliberately went china syndrome and caused the collapse. Heres the most amusing part of the article and I quote

Our initial assumption was that the device must have been a "micro-nuke"
or more technically a Small Atomic Demolition Munition (SADM).
However, it appears that in fact the Twin Towers were brought down by
the deliberate explosion of a clandestine nuclear reactor installed under
each building. This was associated with a core meltdown - the China
Syndrome.
It is interesting to note that the church at the WTC was called Trinity
Church.
The program to develop the atomic bomb was of course called the
Manhattan Project. One of the main project planning and control offices
was located in Manhattan. The name of the first atomic bomb test itself
was Operation Trinity.
Did the original or a later Manhattan Project involve the installation of
nuclear reactors under Manhattan?

WOO!!
 
Love it!

As an aside, I always womdered why the magic thermite/mate which apparently could slice through steel like a knife through butter AND keep said steel in a liquid molten state for months on end, never ended up boring it's way through the earth to end up in china? Would have saved alot of money in shipping costs...money we NWO can ill afford....
 
I was going to post that new York state license but after wading through the battle on this thread I see it's already been posted. I see hes had a license since MAY of this year. so his first "projects" are probably just about now being completed. Unless hes a landscape architect by now his shrubbery has already received its first clippings.http://awsmith.com/woodchip/files/wooo.wav

The License needs to be renewed every 3 years, so it's possible that he got his first license in 2003 and has recently had to renew it (we know from his resume that in 2000 he was in California and just starting to make his way in architecture).

Likewise the fact that douglasarchitecture.com is showing as being registered in August this year may simply indicate that this was when the domain was renewed or transferred to another provider. The fact that ericscottdouglass.com is shown as being registered on the same date (when the site is obviously older and out of date) makes me think that perhaps the domains were transferred.

Regardless of how long he's been registered, I'd be surprised if someone with such a minimal website, no office and only a cellphone contact number did any work directly with a client or was in any way in charge of any project. My guess is that he works as a contractor for other architects and for construction firms.
 
The License needs to be renewed every 3 years, so it's possible that he got his first license in 2003 and has recently had to renew it (we know from his resume that in 2000 he was in California and just starting to make his way in architecture).

Likewise the fact that douglasarchitecture.com is showing as being registered in August this year may simply indicate that this was when the domain was renewed or transferred to another provider. The fact that ericscottdouglass.com is shown as being registered on the same date (when the site is obviously older and out of date) makes me think that perhaps the domains were transferred.

Regardless of how long he's been registered, I'd be surprised if someone with such a minimal website, no office and only a cellphone contact number did any work directly with a client or was in any way in charge of any project. My guess is that he works as a contractor for other architects and for construction firms.

If you google earth his address you can see his house or home office. Looks pretty new with concrete pavement surrounding it. Nice looking roof lines from what I can tell.
 
So there is absolutely nothing original in your film. Oh my.

Heres what I predict it will be like:

911 Mysteries Narrator: The towers fell in 10 seconds

Fungi: No it was 13 actually

911 Mysteries Narrator: Building seven collapsed mysteriously

Fungi: It wasn't mysterious

911 Mysteries Narrator: There were bombs in the building

Fungi: I don't believe you

etc etc


Pathetic


Do we have some sort of Sylvia Brown Nostradumbass award for those who make predictions that turn out to be breathtakingly incorrect?
 
I'm slogging through Douglas' article, and I wanted to make some more specific comments.

Abstract
First, the abstract does not read like any abstract I've ever written or read. The author's first line is actually his conclusion, "[...] but NIST did not substantiate its conclusions experimentally." It has no place in an abstract, and it most certainly does not belong as the first sentence. He also makes the rather bold claim that "NIST's physical tests were inadequate." Again, the standard for scientific writing is that conclusions should not be listed in the abstract. The abstract should explain the genesis of the report, a summary of the methods used and ways that the report differentiates itself from other research in the field.

The abstract shows that the author has no concept of scientific publication, but still wishes to emulate the style. It also reflects poorly on the editors of 9/11 Research in that they seem uninterested in producing valid scientific research.

Section 1.0 Introduction
The author makes another bold remark saying, "As members of the building community, we are keenly interested in understanding the cause of these failures [...]" Sadly, the author does not speak for the building community, but displays tremendous ego in attempting to do so.

The author makes his first demonstrably false statement, "[...] a report from FEMA [...] did little to explain the failures of the WTC buildings." While FEMA did underwrite and commission the report, the technical information, investigation and reporting was contracted to the American Society of Civil Engineers and represented the work of the most respected and well published civil engineers in the US.
http://www.asce.org/pressroom/news/display_press.cfm?uid=1057
Suffice it to say, the report was detailed, based on forensic analysis and was published under the auspices of the most gifted minds in civil engineering. Saying that the report did "little" to explain the failures is a demonstrably false characterization of the work.
The next demonstrably false statement comes in the next sentence. I will put the sentence in quote tags with the bolded falsehoods.
It was followed by several interim reports, and then a final series of reports from the [...] NIST that expanded the discussion of WTC 1 & 2, dealt with WTC 7 briefly, and ignored other buildings.

This statement implies that NIST willfully ignored other building collapses. In truth, the National Construction Safety Team Act directed NIST only to study WTC 1, 2 and 7. See NCSTAR 1 xxix for details. The author has either made a poor choice of words, or is more interested in implying that NIST generally ignores other instances of building collapse.

Continuing with bold statements, the author makes the wildly unsupported claim that, "[...] NIST did very little physical testing, and, of that, much was irrelevant or inconclusive." Such a bold assertion has no place in the introduction, and remains an unsupported assertion throughout the paper.

Another opinion which is unsupported is the statement, "What is disconcerting is that NIST seems to attribute a level of certainty to its computer-generated findings that may be grossly out of scale." Wild speculation has no place in the introduction. Real scientists know this.

Section 2.0 Physical Tests

I've put the first two laughable assertions in quote tags.
The NIST WTC investigation suffered from a paucity of physical testing. Effectively, all of NIST's conclusions are derived from computer simulation.

Ignoring the fact that the "paucity" of testing is an unsupported opinion, the statement that all of NIST's conclusions are derived from computer simulations is laughable. NIST conducted hundreds of interviews, reviewed thousands of photographs and videos, conducted metallurgical investigations, strength, heating and structural analysis tests in addition to a computer simulation (NCSTAR 1 xxxvi). I honestly can't believe that a statement that demonstrably false made it past any editorial review.

Before I continue, I'd like to make a general remark about the author. In quoting NIST analyses and documentation, he makes no difference between the computer simulations meant to calculate something, and those meant to simulate something. Perhaps it seems like a semantic difference, but it is not. When you have multiple equations with similar variables, you do not always have enough knowns to solve the equations deterministically. In the instance of 15 equations with 16 unknowns, the solution is not likely to have an explicit answer. The solution is to write a computer program that stochastically determines the probability of the unknown event, and then uses it to find the deterministic solution to the remaining events.

It is not sufficient to say that the solutions arrived at through statistical mechanics are computer simulations. They are deterministic relations based on a stochastic simulation. Simulations involve inputing all of the necessary information into a physical model and determining the outcome. NIST performed both simulations and stochastic calculations.

To follow the author's line of reasoning, it is not sufficient for an engineer to size several beams in order to test their load capacity. In instances where one manipulates the section modulus across a matrix of beams, the engineer is using stochastic determination. Note that it does not require the engineer to know the moment or the section modulus to iterate the calcuation and select the beam.

Subsequent references to computer simulations in the paper frequently blur the line between these two choices.

To be continued...
 
I am not a forum moderator or administrator *snip*

I don´t think he means "you pressed the ban button" - but he
thinks you used your Jedi-Forces on Darat and Lisa to ban him.
 
I'm slogging through Douglas' article, and I wanted to make some more specific comments.


Ignoring the fact that the "paucity" of testing is an unsupported opinion, the statement that all of NIST's conclusions are derived from computer simulations is laughable. NIST conducted hundreds of interviews, reviewed thousands of photographs and videos, conducted metallurgical investigations, strength, heating and structural analysis tests in addition to a computer simulation (NCSTAR 1 xxxvi). I honestly can't believe that a statement that demonstrably false made it past any editorial review.


Editorial review? This is the Journal for 9/11 Studies we are talking about, the journal whose standards are not even high enough for Judy "Keebler Elves Death Star" Wood.
 
Just one quick observation after reading about half that criticism of the NIST report: Conspiracy wackjobs always seem to assume that the primary purpose of the FEMA and NIST investigations was (or should have been!) to satisfy the conspiracy wackjobs that the buildings weren't "blown to kingdom come" by the government, so their primary criticism always centers around how those investigations "failed" in one way or another. Well, by that criteria, any investigation would fail, so that's just not a realistic, achievable goal to set. And the reason is: any effort that FEMA and NIST put into achieving that objective would simply be seen as just more deliberate effort to cover up the "truth."
 
I'm slogging through Douglas' article, and I wanted to make some more specific comments.

Before I continue, I'd like to make a general remark about the author. In quoting NIST analyses and documentation, he makes no difference between the computer simulations meant to calculate something, and those meant to simulate something. Perhaps it seems like a semantic difference, but it is not. When you have multiple equations with similar variables, you do not always have enough knowns to solve the equations deterministically. In the instance of 15 equations with 16 unknowns, the solution is not likely to have an explicit answer. The solution is to write a computer program that stochastically determines the probability of the unknown event, and then uses it to find the deterministic solution to the remaining events.

To follow the author's line of reasoning, it is not sufficient for an engineer to size several beams in order to test their load capacity. In instances where one manipulates the section modulus across a matrix of beams, the engineer is using stochastic determination. Note that it does not require the engineer to know the moment or the section modulus to iterate the calcuation and select the beam.

Subsequent references to computer simulations in the paper frequently blur the line between these two choices.

To be continued...
An excellent observation.

I've read this latest fruit of the "Journal" of 911 Studies end to end. Though I haven't yet printed out and compared their excerpts from the NIST report in context to see whether they've correctly interpreted NIST, or whether they've quote-mined. For now I'll give it the benefit of the doubt and assume all quotes are represented fairly. Still, my impressions are similar to yours.

One that leaps out at me is this one, from Section 2.2, page 5:
Eric Douglas @ "Journal" of 911 Studies said:
Two other things that are important to keep in mind regarding the temperatures of these tests are the length of time to peak temperature and the heat transfer rate to the structural steel. NIST’s tests found that peak temperatures were reached in 20-30 minutes, and that temperatures were below 600C shortly thereafter. (NCSTAR 1-5 p78 Figure 4-8). Later, in NCSTAR 1-6, NIST states that “results of both the multi-workstation experiments and the simulations of the WTC fires showed that the combustibles in a given location, if undisturbed by the aircraft impact, would have been almost fully burned out in about 20 min.” (p280, para1) Therefore, based upon these tests, the fires had only about 20 minutes to affect the temperature of any exposed steel structure (these tests measured ambient air temperature, not the temperature of the steel).

[...]

Therefore, if they were at all similar to fires in the multiple workstation
tests, they should have done their damage within the first half hour—long before either tower 1 or 2 fell.

I paraphrase the argument as follows:

  1. NIST physical tests, burning mockups representative of the office situation, burned out in about 20 minutes.
  2. After burnout, air temperature rapidly dropped below 600 degrees Celsius.
  3. The WTC Towers stood longer than 20 minutes.
  4. This is incompatible. Either the Towers should have fallen in that 20 minute span, which they didn't, thus "explosives" are needed, or
  5. the NIST experiments are totally irrelevant, and the NIST report is a sham.
This reasoning is totally incorrect. Here's what it really means:

  1. Since fires were observed from impact to collapse, and in fact increased during that time, there is no reason to suspect the temperature drop observed after burnout in the NIST experiments ever occurred in the WTC case. The post-burnout temperature is totally irrelevant.
  2. This does not make the NIST experiment invalid. Fire duration would have been amplified by the fact that it was spreading rather than all ignited at once. It may also have been oxygen-limited, true, spreading out its energy output over a longer span of time.
  3. Oxygen limiting does not necessarily mean a cooler fire. Most of the energy output would have been absorbed by the structure and released over a long period of time, particularly if the airflow was low -- and the total energy release did not change. It is even possible that a slower fire with the same fuel volume would lead to a higher temperature in the steel.
  4. Even if burnout had occurred before the towers fell, it does not guarantee they would remain standing. Steel that is heated beyond a certain point, and then cooled, has annealed and may permanently lose its strength and ductility.
  5. Furthermore, heating and cooling also means expansion and contraction. A suspected failure mode in the WTC collapses is the floor trusses expanding as they weakened, leading to sagging (seen in photographs), followed by trusses -- still attached -- cooling and contracting but retaining their bowed shape. This leads to an immense inward pull on outer columns, and an opposite pull on the core columns.
  6. Therefore, the assertion that the Towers must have fallen in the 20 minute burn period is completely wrong.

The rest of the paper contains similar errors of reasoning. And not a single equation. I'll not bother with a thorough debunk unless someone here really, really wants one.
 
I'll not bother with a thorough debunk unless someone here really, really wants one.

i don't think any of us will want one; i think that debunking in this case would benefit only those that are out there just starting to research the 911 CT claims. i wonder if this paper will reach anyone that isn't already a hard core 911 CTer...?

regardless, in the best interest of public opinion, it's probably best to debunk the hell out of every festering pile of crap that comes from the "truth movement", though i can imagine that any time spent on this paper would certainly seem like a waste...
 
[*]After burnout, air temperature rapidly dropped below 600 degrees Celsius.

(Why, why am I getting involved in this...)

I don't understand Ct'ers obsession with these numbers, as if they're magic values that must be reached for failure. Steel looses strength as soon as it's heated. At just over 200'C you're at 80% yield strength. Kinks in columns from impact loads and creep will reduce maximum column loads independent of any fire. Fire just makes it worse.
 

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