It looks like you're using an Ad Blocker.
Please white-list or disable AboveTopSecret.com in your ad-blocking tool.
Thank you.
Some features of ATS will be disabled while you continue to use an ad-blocker.
Originally posted by bsbray11
Here's a pretty diagram for you, showing you the common connections between FEMA and NIST, amongst others:
Look the names up and see for yourself.
More background information on all of it here: stj911.org...
Engineer Society Accused of Cover-Ups
By CAIN BURDEAU
Associated Press Writer
The professional organization for engineers who build the nation's roads, dams and bridges has been accused by fellow engineers of covering up catastrophic design flaws while investigating national disasters. ...
In 2002, the society's report on the World Trade Center praised the buildings for remaining standing long enough to allow tens thousands of people to flee.
But, the report said, skyscrapers are not typically designed to withstand airplane impacts. Instead of hardening buildings against such impacts, it recommended improving aviation security and fire protection.
Abolhassan Astaneh-Asl, a structural engineer and forensics expert, contends his computer simulations disprove the society's findings that skyscrapers could not be designed to withstand the impact of a jetliner.
Astaneh-Asl, who received money from the National Science Foundation to investigate the collapse, insisted most New York skyscrapers built with traditional designs would survive such an impact and prevent the kind of fires that brought down the twin towers.
He also questioned the makeup of the society's investigation team. On the team were the wife of the trade center's structural engineer and a representative of the buildings' original design team.
"I call this moral corruption," said Astaneh-Asl, who is on the faculty at the University of California, Berkeley.
Originally posted by bsbray11
And you haven't provided one that shows it as a "theory," which was your argument,
No, but because you were pretending to defend NIST's report, while being willing to use words to describe their work that they didn't even use, and then when called on it you simply said you didn't care.
So you're saying they did an even worse job testing their hypothesis than I even thought. I won't contest that.
These images were already discussed at length.
Last I read from you, you were still trying to argue that the aluminum panels were all still fitted exactly over the columns after the impacts, and anywhere you see aluminum cladding, a steel column is necessarily still behind it. That's what you were arguing, right? Even after I showed pictures with aluminum cladding freely hanging out horizontally from the building?
And that was just one issue. The main problem being that they aren't showing you enough buckling to justify a collapse in the first place given their own admitted reserve capacity of the perimeter columns that morning, which you also confused with live load capacity.
I'd like to know what tests you're referring to, because the only "closer tests" I know of all contradict NIST by showing that the expansion forces of expanding steel are even greater, and happen at even lower temperatures.
Where, and about what?
Same, since you already said you don't care what NIST actually said when you're arguing on their behalf. That says a lot, you know?
If you don't have numbers, that's NIST's fault, and your fault for taking their argument upon yourself, not mine. All I have to do is point out what you don't have. I don't have to fill in your own blanks for you. That's giving you too much help with your own arguments, which I have nothing to do with in the first place.
It is the most probable candidate supported by their experimentation and modelling. It fits a large amount of the visual evidence and surpasses any other hypothesis or theory that has been put forward.
Originally posted by exponent
Originally posted by bsbray11
And you haven't provided one that shows it as a "theory," which was your argument,
No it wasn't. How many times do I have to tell you this, you asked for my opinion, and my opinion is that NISTs theory is indeed that, a theory.
It is the most probable candidate
supported by their experimentation and modelling.
No, but because you were pretending to defend NIST's report, while being willing to use words to describe their work that they didn't even use, and then when called on it you simply said you didn't care.
Do you think "defending NISTs report" means "repeating their words explicitly"?
So you're saying they did an even worse job testing their hypothesis than I even thought. I won't contest that.
No, I'm saying you were making things up, aka lying for the purposes of bolstering your case. How can anyone trust what you say if it's evident you just make things up with no regard to their veracity?
These images were already discussed at length.
Last I read from you, you were still trying to argue that the aluminum panels were all still fitted exactly over the columns after the impacts, and anywhere you see aluminum cladding, a steel column is necessarily still behind it. That's what you were arguing, right? Even after I showed pictures with aluminum cladding freely hanging out horizontally from the building?
Yes, I was arguing that the aluminium cladding being in-place gives the minimal deflection measurement.
You were arguing it was displaced outward meaning the inward deflection would be more. It's rather telling that you can't even keep your own arguments straight in your mind.
And that was just one issue. The main problem being that they aren't showing you enough buckling to justify a collapse in the first place given their own admitted reserve capacity of the perimeter columns that morning, which you also confused with live load capacity.
This is just fantasy. You think that columns can deflect inwards by several feet and not suffer severe buckling effects from it? What structural textbooks have you been reading?
The main problem being that they aren't showing you enough buckling to justify a collapse
It's also quite notable that you failed to provide any sufficient explanation for the images, and yet you claim there is 'no evidence'. You don't think that is duplicitous? Purposefully ignoring information you know is available?
I'd like to know what tests you're referring to, because the only "closer tests" I know of all contradict NIST by showing that the expansion forces of expanding steel are even greater, and happen at even lower temperatures.
I think I'll take your attitude here. It's not my job to educate you. You've had nearly a decade to become educated on the towers, and half that time to read and understand the NIST report. If you can't even get their tests straight even though many people including me have corrected you, then that's your own problem.
Where, and about what?
Throughout your last several posts, and you have lied about what NIST tested, what the test results are, and the evidence available.
Same, since you already said you don't care what NIST actually said when you're arguing on their behalf. That says a lot, you know?
Yep, it says that you're still desperately trying to twist my personal opinion which you asked for into some sort of trap.
If you don't have numbers, that's NIST's fault, and your fault for taking their argument upon yourself, not mine. All I have to do is point out what you don't have. I don't have to fill in your own blanks for you. That's giving you too much help with your own arguments, which I have nothing to do with in the first place.
I see, so you don't actually have any criteria for acceptance either, so your complaint was utterly pointless.
Originally posted by impressme
This is absolutely false; the fact is NIST conspiracy theory does not fit the visual evidences.
The fact is NIST hypothesis is not accepted by the scientific community because it was proven a fraud.
Experts were able to prove that the NIST science was made up and can not stand up to real science.
Originally posted by bsbray11
Then that's your argument, is it not? Now you're going to tell me I can't call an opinion an argument, and call me a liar based on that I guess. Oh well.
If you differ from their report, then I wouldn't consider that defending it, no. I would consider that disagreeing with it. But I believe we are already in agreement that they proved nothing, at least.
A lie is when you knowingly post something that is false. I admit that I didn't realize the trusses they were testing weren't even connected to the simulated perimeter columns. I was under the impression they were actually recreating a more realistic set-up. Apparently they were not. Again, this is hardly a point to orgasm over, considering it only proves that they did a worse job testing their hypothesis than I even originally thought.
The problem is that the aluminum cladding is not all in place. That is a proven fact, for anyone with eyeballs and some photos in front of them.
...
This aluminum cladding is "in-place"? Of course not. The plane impacts had everything to do with that.
...
My arguments are perfectly straight in my own mind, but when you repeat them back to me they seem to suddenly become very confused. I'm sure that the confusion you perceive in me is really all your own.
That means... total buckling... not just the buckling of one arbitrary column you've picked at random. And I don't see any columns pulled in for a number of feet. But even if there were, you would need a certain number of them to fail before the whole damned building is going to start exploding in all directions, even according to NIST, and that's where the reserve capacities come in. Because the reserve capacity is how much additional loading each column could take before reaching its yield strength and beginning to permanently deform. That capacity has already been discussed.
How many columns do you think it would take to buckle, before a tower starts exploding everywhere? It has to be more than 1 column buckling to start a "collapse," and it's apparently an idea you share with NIST, so what number do you think it would take, and why?
I could say the exact same to you. I have responded to these images at length, even in this same freaking thread. And you apparently ignored all that, as if I had never even posted it.
The problem is that you haven't actually corrected me. Take this as one case in point. I ask you what "closer tests" you're talking about, and you take a cop-out and project it onto me instead. You utterly failed to support your own claims, and utterly failed to show what tests you are referring to.
Oh, okay, so now you're going to accuse me of lying based on your claim that there was physical testing, even though you can't post it.
My "criteria for acceptance" is that you follow a logical sequence in your arguments, which you are unable to do. Again, that's not my fault. If you don't know what numbers you need to prove your case, then you obviously aren't able to prove your case. Not -- my -- problem.
Originally posted by exponent
If I was saying "NISTs report should say 'theory'", then that is an opinion and an argument. You asked me for an opinion, which is all you got.
'proved nothing' are nice weasel words you've found, even though it's utter rubbish.
Remember you have still produced exactly 0 quotes from NIST to prove me wrong.
You're still approaching this with absolute ignorance.
- They weren't validation experiments, so they cannot be testing their hypothesis
You've had 6 years to read the reports, and you still can't figure out what experiments test what
There were no simulated perimeter columns
WTC Fire Experiment #6 shortly after initiation of fire
Multiple (three) typical WTC North Tower workstation cubicles with Jet A fuel sprayed on them are inside this experimental setup. Left side of enclosure front has glass wall. Right side of enclosure front has simulated exterior columns without glass (the space between the "columns" is the same distance apart as the actual columns in the WTC North Tower).
1. NIST measured the deflection of perimeter columns
2. The further away the cladding was from the steel, the greater the deflection produced by those measurements
3. You claim that the cladding could have been displaced outward from the steel
4. That would result in greater deflection, not less
That means... total buckling... not just the buckling of one arbitrary column you've picked at random. And I don't see any columns pulled in for a number of feet. But even if there were, you would need a certain number of them to fail before the whole damned building is going to start exploding in all directions, even according to NIST, and that's where the reserve capacities come in. Because the reserve capacity is how much additional loading each column could take before reaching its yield strength and beginning to permanently deform. That capacity has already been discussed.
This all seems reasonable actually, other than the "I don't see any". Are you blind?
They're right in front of you, you can do the measurements yourself and you will not come out with any other answer than 'yep, thats inward buckling alright'.['/quote]
I can do it, but you can't do it?
I'd love to see how you measure the deflection in the photographs.
How many columns do you think it would take to buckle, before a tower starts exploding everywhere? It has to be more than 1 column buckling to start a "collapse," and it's apparently an idea you share with NIST, so what number do you think it would take, and why?
A tough one to speculate, I'd say the vast majority of columns along one side would probably need to bow inwards to reduce capacity enough, it might have to be combined with some effects of the core sagging under increased temperature load etc.
"core sagging under increase temperature load"? Care to explain what exactly you mean by core sagging?
I could say the exact same to you. I have responded to these images at length, even in this same freaking thread. And you apparently ignored all that, as if I had never even posted it.
Not at all! I replied in depth to your comments, and you proceeded to ignore me: www.abovetopsecret.com...
The problem is that you haven't actually corrected me. Take this as one case in point. I ask you what "closer tests" you're talking about, and you take a cop-out and project it onto me instead. You utterly failed to support your own claims, and utterly failed to show what tests you are referring to.
I was taking your attitude, now you know what it feels like to debate yourself.
Oh, okay, so now you're going to accuse me of lying based on your claim that there was physical testing, even though you can't post it.
Anyone can post it, it's in NCSTAR 1-6. I just thought I would let you do your own research for once.
My "criteria for acceptance" is that you follow a logical sequence in your arguments, which you are unable to do. Again, that's not my fault. If you don't know what numbers you need to prove your case, then you obviously aren't able to prove your case. Not -- my -- problem.
You're the one who demanded stricter error margins. I'm more than happy to accomodate you, but I'm not willing to play 'pick bsbrays favourite number'.
If you require that temperatures get within 50C and stay that way for 10 Minutes, then say so.
This is just fantasy,
NISTs recommendations have been published for some time and industry groups like the CTBUH have accepted many of these.
If the NIST report was considered unsound science by major engineering groups, then please list them here.
1,000 ARCHITECTS & ENGINEERS
CALL FOR NEW INVESTIGATION OF
DESTRUCTION OF THE 3 WORLD TRADE
CENTER SKYSCRAPERS ON 9/11/01
Originally posted by bsbray11
Then I guess you realize your definition of "theory" must not mean a hypothesis that was actually tested huh?
That's because one of us would have to search through the entire NIST report to prove you wrong, and I already told you it wasn't going to be me
I never claimed they were. The only thing I ever said was that it's the closest NIST got to proving their hypothesis could actually happen, and you even wanted to argue with that. So far you haven't shown anything from the NIST report at all.
Does that have something to do with you not being able to show where NIST physically tested their hypothesis and showed it was possible?
You're still not fully accepting a very simple point. There was aluminum cladding hanging horizontally off from the buildings. There were no steel columns behind it. It was not any quantitative indicator whatsoever of how much anything behind it was deflected. And there are plenty of other examples of cladding being knocked away from their columns in the photos, and where the columns are still intact behind them.
...
I thought it was the heated trusses? The aluminum cladding was not that firmly attached to the steel. Their connections could break for any number of reasons and give no information of what state the column is in behind them. Look at your diagrams for how they were connected again.
Stop taking my words out of context. What I said was "I don't see any columns pulled in for a number of feet," which was in response to you claiming that trusses had actually pulled perimeter columns inward for a several feet.
I can do it, but you can't do it?
I'd love to see how you measure the deflection in the photographs.
"core sagging under increase temperature load"? Care to explain what exactly you mean by core sagging?
What NIST shows in that section doesn't even come close to justifying their hypothesis. For one thing they ramp the temperatures up with a controlled heat source to the maximum temperatures they think were possible at the WTC.
Stricter error margins? So you're saying not even knowing how many total columns would have to buckle is fine with you, and presents no problem for you to believe NIST's hypothesis? Alright, cool.
Stop whining man, it's not my burden to be the one making any specific claims, except that NIST didn't validate their hypothesis. It's not a trivial difference, they just straight up didn't do it, and you can't show anywhere in their report where they did. And all I have to do... is point out that you don't the data to be so sure of your own claims. It really is that easy. Because they weren't my claims in the first place. What is so hard to understand about that?
Originally posted by impressme
No it is a proven fact; you’re just ignorant to the facts.
Prove it? Prove that all of these industry groups support NIST 911 report, please show all their comments saying it?
The Council believes that the NIST report is a responsible attempt to find the
cause of the failure, and finds that the report has investigated many of the
probable causes. The Council has several technical questions about details of
the modeling; but we would not expect that to change the conclusions: that
the floor beams failed due to fire, which led to buckling of the internal columns
resulting in global failure.
Here are a thousand Architects and Engineers who work with many major groups.
Originally posted by exponent
Originally posted by bsbray11
Then I guess you realize your definition of "theory" must not mean a hypothesis that was actually tested huh?
I guess that you have not thought this through. I wonder how you would refer to the principle hypothesis in any investigation? When aircraft crash and they are reconstructed, is that not hypothesis instead of theory in your eyes then? As unless they re-crash the same plane they haven't tested it!
That's because one of us would have to search through the entire NIST report to prove you wrong, and I already told you it wasn't going to be me
This is the very essence of your reply, you're absolutely confident you're right but you are not willing to do any actual work to prove it.
No wonder you've been posting pointlessly on a forum for years and the truth movement hasn't advanced one iota. It's this attitude that is to blame.
I never claimed they were. The only thing I ever said was that it's the closest NIST got to proving their hypothesis could actually happen, and you even wanted to argue with that. So far you haven't shown anything from the NIST report at all.
I find it hilarious that you can type this and not realise how badly it reflects upon yourself. You've criticised the NIST report and attempted to reference it, but failed miserably, and now it's my fault for not leading you by the hand to the sections you need.
Does that have something to do with you not being able to show where NIST physically tested their hypothesis and showed it was possible?
Nope, it has quite a lot to do with me mocking you for your complete ignorance on a subject you profess to be an expert on.
You're still not fully accepting a very simple point. There was aluminum cladding hanging horizontally off from the buildings. There were no steel columns behind it. It was not any quantitative indicator whatsoever of how much anything behind it was deflected. And there are plenty of other examples of cladding being knocked away from their columns in the photos, and where the columns are still intact behind them.
...
I thought it was the heated trusses? The aluminum cladding was not that firmly attached to the steel. Their connections could break for any number of reasons and give no information of what state the column is in behind them. Look at your diagrams for how they were connected again.
This is utterly incomprehensibly illogical. Let me put this as simply as I would for a child, because I find it hard to believe you still don't get this, and so I think you're probably trying to muddy the waters as otherwise it would show you up.
The WTC outside was constructed of steel columns. These columns were then wrapped on 3 sides in aluminium, there was essentially no room for them to move closer to the columns.
You've pointed out how many of the aluminium fronts were knocked off and pushed outward.
Assuming for a minute though that they don't, the only way that they could measure the same large deflections if the aluminium wasn't properly connected, is if the steel beams were further back as the aluminium would now be sticking out of the front.
Please, if it's possible any other way then draw me a picture to show it. I would love to see what you can come up with to show how damaged aluminium cladding showed this level of inward bowing.
Stop taking my words out of context. What I said was "I don't see any columns pulled in for a number of feet," which was in response to you claiming that trusses had actually pulled perimeter columns inward for a several feet.
That '55' number you see in the image above. That's inches. 55 inches is 'a number of feet'.
I can do it, but you can't do it?
I'd love to see how you measure the deflection in the photographs.
It's not rocket science. We know the dimensions of the tower, so you can work out the dimension of a pixel. It's funny how you deflect any analysis off to me though.
"core sagging under increase temperature load"? Care to explain what exactly you mean by core sagging?
As sections of the core heat up, their modulus of elasticity is lowered, resulting in the steel becoming softer and sagging. This is a general downward deflection, rather than the same mechanism as the trusses. I can't remember NISTs predictions, it was no more than a few inches though at max, but even that can have an effect.
What NIST shows in that section doesn't even come close to justifying their hypothesis. For one thing they ramp the temperatures up with a controlled heat source to the maximum temperatures they think were possible at the WTC.
Dear lord man why is this so hard to get into your head. These experiments were to model the WTC, not to somehow reproduce the effects. They are an engineering group, not a play-school group.
Stricter error margins? So you're saying not even knowing how many total columns would have to buckle is fine with you, and presents no problem for you to believe NIST's hypothesis? Alright, cool.
The idea that there's a number of columns which must buckle under all scenarios shows your ignorance of structures of this size. Why do you think they used a simulation rather than manually testing?
Stop whining man, it's not my burden to be the one making any specific claims, except that NIST didn't validate their hypothesis. It's not a trivial difference, they just straight up didn't do it, and you can't show anywhere in their report where they did. And all I have to do... is point out that you don't the data to be so sure of your own claims. It really is that easy. Because they weren't my claims in the first place. What is so hard to understand about that?
What is hard to understand is how you can demand that there are numerical error margins, then demand that you have no obligation to provide them or to discuss them in any way.
Essentially you're now trolling, you're not going to do any research, produce any of your own evidence
Originally posted by exponent
Eventually you'll manage to use a ruler on that image and discover that in fact there is significant inward deflection I wonder if you will still try to explain it away by the most insane proposition that somehow magically the steel was perfectly fine.
Originally posted by ANOK
Sagging trusses can not cause inward bowing of columns, this has been explained, and you keep ignoring it.
It is simple physics, steel expands when hot. IF it could cause an inward bowing of the columns, it would have caused an outward bowing when they expanded from the heat, that caused the sagging. There is no difference in energy used to push out or pull in. Once the steel starts to sag it is no longer putting a pushing, or pulling, force on the columns, that is WHY it sags.
And the nonsense about acting like a chain when sagging is stupid. A chain is not sagging from heat. You guys like to make the claim that steel loses 50% of it's strength at 800C, yet you think it can also put a pulling force on the much larger columns they were attached to?
But of course you have to support that hypothesis because NIST said so, and without it you might have to actually, gosh, question the NIST report.
Originally posted by exponent
There's pretty much nothing for me to bother replying to in that huge post.
You've once again failed to raise any specific points, use any logic at any point, and are just denying and deriding anything you disagree with.
Let me know when you come up with some actual questions or answers.
Originally posted by bsbray11
The point is that you have failed to show where NIST proved what caused the Twin Towers to "collapse." Since you can't show any such proof, all other discussion is bound to be inconsequential to that fact anyway, and this is all I am pointing out to you in these posts.
All the rest is fluff, and I don't blame you for giving up.
And you can let me know when the phrase "burden of proof" suddenly has a clear, logical meaning in your mind. You can refer to who Congress assigned the task of investigating the WTC "collapses" if you want. They never assigned any such responsibility to me.
Originally posted by exponent
Originally posted by bsbray11
The point is that you have failed to show where NIST proved what caused the Twin Towers to "collapse." Since you can't show any such proof, all other discussion is bound to be inconsequential to that fact anyway, and this is all I am pointing out to you in these posts.
I started a new thread specifically to discuss the NIST report as you seem unable to do anything but make vague criticisms.
All the rest is fluff, and I don't blame you for giving up.
I give up with you as you are incapable of admitting you are incorrect even in the face of a simple logical choice. You were presented with pictures and asked to explain them and you could not and instead denied the existence of simple logical explanations. This is not rational behaviour and so I cannot debate someone acting this way.
And you can let me know when the phrase "burden of proof" suddenly has a clear, logical meaning in your mind. You can refer to who Congress assigned the task of investigating the WTC "collapses" if you want. They never assigned any such responsibility to me.
I agree, you were never assigned any responsibility for explaining the collapses. However, NIST produced a coherent theory explaining the collapse and clearly their results have been adopted by engineering communities.
You have criticisms of the report, and this is where the burden of proof falls upon you.
If you want to criticise a section of the report, you have to provide some sort of evidence of the correct answer.
If you don't want to read the NIST report, but you're still sure that they're wrong, then all you can do is continue posting unsupported assumptions and accusatoins, and I will continue to ignore them.
Originally posted by bsbray11
The word "proof" is not vague in scientific terms, and neither is my statement that "NIST did not prove why the Twin Towers collapsed."
The "vague" part comes in when doublethink/your confusion/bias forces your "reasoning" to conclude that no proof = proof. That is confusing, and I don't understand it either. I don't think there is anything to understand about it.
The pictures in question are also not proof of why the Twin Towers collapsed in any sense of the word "proof." Maybe it's been too many years since you learned what the scientific method actually is.
If the "engineering communities" who have taken NIST's work for granted are significant, then I wonder where is your mention of all the engineers who take issue with it. Of course they don't exist because you are suffering from confirmation bias.
It would if you ever made it far enough to show proof of anything in the first place. You haven't.
Not proving anything is different than being "wrong." You can't even get that much straight.
Originally posted by exponent
Originally posted by bsbray11
The word "proof" is not vague in scientific terms, and neither is my statement that "NIST did not prove why the Twin Towers collapsed."
What are you talking about? "proof" is very vague outside of mathematics. If you think that there's a rigorous scientific definition of "proof" then post it. Surely it wouldn't be hard to find?
The "vague" part comes in when doublethink/your confusion/bias forces your "reasoning" to conclude that no proof = proof. That is confusing, and I don't understand it either. I don't think there is anything to understand about it.
This also does not make any sense. I have already explained that I believe NIST proved what happened to the towers within a reasonable level of accuracy because their theory is complete, coherent, and matches the available evidence to a very good degree.
The pictures in question are also not proof of why the Twin Towers collapsed in any sense of the word "proof." Maybe it's been too many years since you learned what the scientific method actually is.
No, they are not "proof", they are evidence
You denying them does not mean they do not exist.
If the "engineering communities" who have taken NIST's work for granted are significant, then I wonder where is your mention of all the engineers who take issue with it. Of course they don't exist because you are suffering from confirmation bias.
There are engineers who disagree with it, both in a conspiratorial and non conspiratorial fashion, but if NISTs conclusions were so far off as you seem to think, then one would expect widespread disagreement.
It would if you ever made it far enough to show proof of anything in the first place. You haven't.
I am afraid this is where you need to research the burden of proof. Anyone making a positive claim has the burden of proof, and doubt is not proof.
Not proving anything is different than being "wrong." You can't even get that much straight.
So let me get this right, if we know for sure that something isn't absolutely correct, we can criticise it without having to provide any evidence? Sweet! I better start denying Gravity then, because as we know that's definitely imperfect.