NIST Petition Demands Corrections

Sorry, I was out on travel again...

Poster gumboot is, as usual, correct.

Also, don't use a straw as a model. Straws are pretty unusual objects, being thermoplastic shells and rarely all that uniform in thickness.

In general, if you load a column with an "axial" (viz. vertical) load until it fractures, where it fractures is extremely predictable. If you prevent the top or bottom from moving sideways, it will kink in the middle. If the top is free to deflect to the sides, it will kink closer to the top. This is because the minimum energy bending curve is quite predictable, and the maximum strain is a function of that curve.

In the WTC cases, it's not a surprise at all where the columns first failed -- they failed where the damage was greatest and horizontal bracing was weakest (not just weakest, but in fact pulling inward, increasing the eccentric loading -- the floors became a problem rather than a benefit). In other words, they failed in the impact zones. I've never before encountered anyone who found this fact surprising, but that's OK, still a reasonable question.
 
Final close-out

Just a few more replies, cleaning up some issues that Miragememories raised, in case there's anyone else who had similar questions.

This is how I addressed your point about "the wide range of selection criteria";

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Not substantiated by video or photographic record. Requires extrapolation based on "little hard data".

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Not substantiated by video or photographic record. Requires extrapolation based on "little hard data".

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Partially substantiated by video or photographic record. Requires some extrapolation based on "little hard data".

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Not substantiated by video or photographic record. Requires extrapolation based on "little hard data".

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Partially substantiated by video or photographic record. Requires some extrapolation based on "little hard data".

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Partially substantiated by video or photographic record. Requires some extrapolation based on "little hard data".

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Requires extrapolation based on "little hard data".

Yes, you addressed it as a series of giant hand-waves. Not very useful. Admittedly there is some information that has to be experimentally estimated, which is why NIST ran such a huge model in the first place instead of simply issuing a report of findings -- in the Pentagon case, since the structure survived intact enough to reconstruct what happened, no model was necessary, though some were run anyway out of scientific interest. But for anyone to discount the additional evidence simply because it's only "partially substantiated" is disingenuous.

We don't know exactly where office furniture landed, but we know roughly how much there was at start and watched the fire progression. We have hundreds of hours of video from all angles, and we know the sequence of windows broken by fire. We have pictures showing some damage to the interior, such as sagging floors and progressively bowing perimeter columns. We know exactly how long it took the towers to actually start collapsing after being hit, by the way, something you claimed "required extrapolation."

In other words, there is a pile of evidence. NIST explains this. This is why we aren't laser-focused on what happened to two individual chunks of debris. In the larger scheme, they just don't make that much difference.

If the simulation had been running on the less core damage scenario as it should, the towers would have either taken longer to reach collapse initiation, or they would have not reached collapse initiation at all. In either case, we would end up with results that would not agree with what was observed!
There's a lot of "if" coming from this statement. It should be clear to everyone that NIST would not bother to run a fire simulation on a damaged building model that, in their own opinion, was observably less accurate than a different case. That's why they didn't even bother with the "less severe" case. It was clearly a poor fit, as I've proven above.

In light of the fact that only the most extreme case scenario reached a threshold that resulted in a simulated collapse initiation, the importance of additional simulated core damage that should not have existed in any of the case scenarios, is particularly significant.
It seems to me that you're complaining because their simulation, using their best choices, matched what happened in real life pretty well. "Only" the most extreme impact scenario was even tested, because it was the best fit, as we've proved. So naturally, "only" the most extreme impact scenario would give us a reasonable answer.

Would you have been happier if their simulation didn't match? I doubt it. Your reasoning is circular.

The comparison shows that an expanded fuel cloud did not produce sufficient loading to fail a core column with the exception of points close to the wing root at the highest impact speeds considered. A more realistic fuel cloud dispersion would have included lateral and longitudinal spreading, as well as removal of some fuel from the cloud as a result of impact with the outer wall and building contents. Under these conditions, it is expected that the fuel cloud alone would not be sufficient to fail core columns.
pg.376-77 NIST NCSTAR 1-2B, WTC Investigation

Hmm...sounds like NIST disagrees with you.

This was a bait-and-switch. Poor showing on your part.

Before, you had claimed that "[you] disagree that the jet fuel, even at 570 mph, as in the extreme case scenario, had enough concentratible momentum to cut the towers steel perimeter columns." What I showed you, using Figure 10-5 of NIST NCSTAR1-2B, is that the fuel had enough momentum to sever the stronger core columns, all by itself, if not diffused. And at the perimeter, the fuel would not be diffused.

This diffusion occurs due to impact and the distance between the perimeter and the core. The NIST report is correct in stating that, by itself, the fuel would not have failed any core columns, because it would have spread to roughly the height of a single floor before reaching them. (The fuel in concert with bits of airplane, however, do have enough P-I to fail some core columns.)

But that's not what you said. You were talking about the perimeter. At that point, the fuel is not diffused, and thus the pink triangle values on the P-I chart apply. Therefore, the fuel all by itself does indeed have the momentum to fail perimeter columns, you are wrong, and your attempt to mislead by baiting-and-switching back to the core is depressingly dishonest.

Fire damage was critically dependent on the amount of impact damage, otherwise no collapse initiation. Therefore, since only the extreme case simulation of impact damage resulted in a successful fire damage collapse, any unwarranted impact damage was very significant.
Once again, the extreme case was the best fit to reality, even before the fire modeling, so naturally we expect its results after fire modeling to best approximate reality.

Because the model mishandled these "non-inconsequential" aircraft components, the impact damage was simulated to be greater than it was, which improved the success potential for the fire damage.
Backwards. As proven above, the exit of these components indicates more damage to the core, not less.

The core was much more vulnerable to the effects of the concentrated energy transfer of heavy titanium steel aircraft engines and landing gear than it was to that of the softer debris field represented by fuel, plastics, glass, aluminum etc. Granted that debris field had a large amount of kinetic energy, but it was more easily absorbed as it was dispersed against the heavy steel core columns.
Ridiculous.

How is this energy "more easily absorbed?"

When speaking of distributed loads, NIST invokes a P-I chart, as quoted before in Figure 10-5 of NIST NCSTAR1-2B. The P-I chart represents the pressure and the impulse of impact, which are not truly unrelated items. Pressure sums to force, and impulse is force times contact time.

For a solid, hard object, say titanium, the force is no greater than if it was a chunk of clay. But the impulse may actually decrease, because the titanium block is more likely to richochet off to the side. Not necessarily -- this is highly dependent on geometry of each specific impact -- but it is quite possible for a harder, stronger object to do less damage.

About "more easily absorbed," how? All of these objects, large, small, hard, soft, etc. are all hitting at the same time. This sums up to one huge impact. Where exactly is this absorption supposed to happen?

Answer, it doesn't.

The other observable evidence that NIST "evaluated against the less severe and baseline scenarios, and found to not be the best fit", was the fact that they would not lead to the observed collapse of the towers.
This is a lie.

The NIST report does not use eventual collapse to evaluate the initial impact cases against each other. However, they do use the opposite -- any impact that results in the immediate collapse of the tower is discarded as being too severe. I expect you confused these two ideas.

Dr. Greening may be right about the aircraft arriving with sufficient total energy potential to completely destroy an entire floor of core columns BUT, and this is a point your argument seems to consistently ignore, the energy would require the guidance of artificial intelligence AI, to sufficiently parcel and focus itself against all the heavy steel core columns. So while Dr. Greening's math my work in theory, in practice it defies the laws of probability.

"The laws of probability?"

We all know most of the energy wasn't expended on the core columns. Some went clean through, some was expended smashing furniture and drywall, some crunched up the plane, etc. Greening's paper discusses this in detail. Go read it.

The point I was making is that the pitch angle of the aircraft was the dominant factor in impact damage, not hardness of materials, velocity, or anything else. Had either WTC tower been hit by a plane travelling flat and level, I would expect the tower to have collapsed instantly.

Focusing the entire impacting energy of the aircraft into a single point, would blow a hole through the tower based on the diameter of the concentrated energy necessary to overcome the obstacles in it's path. The hole's diameter would steadily shrink due to energy loss while advancing through the major building structural steel components.
Not at all. The hole would expand, as impact ablated and added random lateral velocity to the impactor, and as secondary pieces were swept along. I assume you've never handled a firearm? Bullets through ballistic gel show this effect quite nicely.

I have no support for your argument; "The majority of impact damage in the core was due to "diffused energy," essentially a pressure load on the columns themselves." I believe we already covered this earlier, but if you have better information than Chapter 10 which I discussed, I'd like to hear it?

You have plenty of support. The NIST model describes the damage as predicted by their models. The Pentagon BPR, which shows actual pieces hit by a similar plane travelling at similar speeds, finds evidence of distributed loads and only distributed loads. This is what we expect from experiment and observation. Hard to get more support than that.

Well we disagree about how the core was damaged and how much the core was damaged. I attribute the damage primarily to the result of stopping heavy, materially strong objects like the 3 titanium steel engines and 3 sets of landing gear.
You have no basis for this belief.

It is not my belief that the core was ever sufficiently compromised to allow the post impact fires to deliver the death blow.

You have no basis for this either. Belief has no place in this discussion. It is because of this unsupported belief that you reject the entire NIST conclusions, even though you lack the background to grasp it fully.

The NIST simulation made it so but it took extreme case parameters and the addition of an engine and 2 or 3 sets of landing gear to reach the collapse initiation thresholds.
As explained above, even had we subtracted those components from the model, the eventual collapse results would have been the same. Pitch angle is the key, not mass, not strength, not velocity, not weight. The NIST report shows this.

Fill a bag with water and swing it against people and other objects and the momentum created is quite powerful and damaging. Once that bag ruptures, it's a completely different story.
Here we have another example of "common sense" being completely wrong, and this is why we can't use it in an argument.

It all depends on speed. At the speeds you can swing a bag of water, sure, you're not talking about enough momentum to fracture bones or walls. But accelerate to higher speeds, and momentum dominates any ordinary container's material strength. Waterjets are commonly used to cut steel. No container required.

And finally, we come to the coup de grace:

I realize this is far from a full parameter illustration but the point I feel is valid;

A REAL Scenario;

1) We take a simple cardboard box that is precut so that it is supported internally by a mass of evenly spaced wood columns.

NOTE: We'll label it WTC 1 (to avoid the issue of the simulated debris exit in the NIST extreme case for WTC 2).

2) We throw piece of wood with 5 loosely-held heavy metal fasteners at the box.
3) We observe the piece of wood is completely absorbed by the box.
4) We observe 2 of the metal fasteners break out the other side of the box.
5) We observe the box remain standing.
6) Done.

The MODEL Scenario;

1) We create a computer Model of the same box.
2) We throw a simulated board with 5 metal fasteners attached at the model at 3 different speeds.
3) When the simulation is run, we observe for all 3 speeds low, medium and high.
4) The board is absorbed inside the box for all 3 speeds.
5) None of the fasteners break out the other side of the box for any of the 3 speeds.
6) For the fastest throwing speed, we observe the box collapse.
7) We remove 2 of the fasteners, reset the Model and repeat the simulation with the 3 speeds.
8) The box remains standing for all 3 speeds.

This was really quite breathtaking. Here you are, expending thousands and thousands of words complaining about the "inaccurate" NIST model, and then you turn around and propose a cardboard box with someone throwing a piece of lumber through it.

The phenomenology of lumber vs. box is so radically unlike the WTC cases as makes any comparison impossible.

Despite this, it still proves my original point. The harder you throw your stick, the more likely the "fasteners" are to come out the other side. Exit of debris, particularly debris that we know had to have come in contact with the core, indicates a more severe impact.

I've remarked before that the NIST WTC models, all of them, are remarkably complex and would have been impossible, unthinkable, only a decade ago. They're not perfect. Still, they give us some usable conclusions, and for those unfamiliar with modeling, the NIST report describes how real scientists use these tools in detail.

Even if the NIST models gave us totally unrealistic conclusions, our reaction would not be to suspect "foul play" at the WTC. Model errors would not automatically mean that stealth explosives or invisible beams from space levelled the buildings. Instead, it would lead us to question our own methods more thoroughly, and if no fault could be found, to then suspect an additional but mundane factor in the collapses -- substandard building materials or practices, or unexpected fire effects such as underappreciated chemical activity proposed by Dr. Greening, that sort of thing. A proper criticism of the NIST report evaluates its methods objectively, asking whether or not its conclusions are accurate enough to issue recommendations. And the answer is, in my opinion, while there may still be some unknown factors like those above, those factors were certainly not required for the Towers to collapse, and thus alternative hypotheses must be viewed as supplementary at best, to be discarded unless there is definite evidence of their presence.

This is not the position Steven Jones et. al. have taken. Their entire approach is to highlight any perceived ambiguity in the report, whether or not it exists, for the sole purpose of keeping their own theories alive. Theories that have no evidentiary basis whatsoever. Much as Miragememories slanders the NIST model while proposing his cardboard box, Jones and his cronies mock the NIST hypothesis while promoting a fantastic, incomplete, and self-contradictory spew of half-baked ideas. This hypocrisy serves no one except the individuals making a profit from it.

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That should conclude this examination of the NIST impact models and the Jones petition. Thank you all for your indulgence.
 
Not necessarily -- this is highly dependent on geometry of each specific impact -- but it is quite possible for a harder, stronger object to do less damage.

In fact, don't AP bullets cause less damage to human bodies than softer bullets who deform and break upon impact ?
 
R.Mackey said:
This was really quite breathtaking. Here you are, expending thousands and thousands of words complaining about the "inaccurate" NIST model, and then you turn around and propose a cardboard box with someone throwing a piece of lumber through it.

Indeed. Quite the mental gymnast he is.
 
In fact, don't AP bullets cause less damage to human bodies than softer bullets who deform and break upon impact ?

Not a great analogy, for two reasons.

First, comparing bullet A vs. bullet B, you've got the same momentum and impact vector in each. Not like the "less severe" vs. "more severe" WTC cases where those are the key variables.

Second, with AP bullets, you try to avoid overpenetration. In both cases the bullets are harder and stronger than any human tissue. A full-metal-jacketed round (or "ball" round) is likely to pass clean through at speed, and this passing through clearly indicates that it destroyed everything in its path. The frangible round attempts to not pass through at all, creating a wider wound channel, again in which everything was destroyed.

A better analogy is to anti-tank rounds. These are devices that are designed to penetrate extremely hard, tough structures.

There are two basic designs, the APFSDS and HEAT approaches.

The former is an attempt to overwhelm defenses through sheer directed kinetic energy. Do they use titanium? No. Do they use the strongest, hardest materials? Again, no. APFSDS rounds use either depleted uranium or tungsten. These materials have some strength and hardness, but are much less so than the objects they hit. These materials are selected first and foremost for density, providing maximum momentum on a small footprint, and secondarily for abrasive properties. Hardness and material strength, much like the WTC cases, don't really enter the calculation.

The latter, the HEAT round, actually uses a liquid form of copper to penetrate armor. Again, no material strength at all, no hardness to speak of. Copper is used because of its density, along with its friction and thermal conduction properties that allow better shaping of the liquid jet.

If the best military designers in the world don't consider hardness and strength when building penetrators, there's probably a reason.
 
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OK then, thought I'd post my thoughts on gumboot's post.

Hi, welcome to the forums.

I just thought I'd provide my ignorant addition to your post, since the enormous amount of knowledge R.Mackey possesses just isn't quite enough...:p
Thanks for taking the time to reply and type all this. :)
The overloading on the columns wasn't vertical, it was horizontal. Remember, the exterior columns didn't bow inwards because of weight pressing down on them. They were pulled inwards by the sagging floor trusses.
Well, I'm not too convinced by this theory, or at least, I don't feel that NIST have proven it conclusively. For example, the problem cited in the petition mentioned by this thread with the 40" sagging that the practical test did not reproduce. And the photographs in the report that purport to show inward bowing are not convincing either as they do not take light refraction into account.

Consider... take an empty can and jump on it. In this scenario, you're quite right - the can could buckle anywhere. However, take another identical can, and put a dent in one side of the can, then jump on it. The can will, of course, buckle at the spot you put the dent.
That's a good point. I have to think a bit more about how appropriate the analogy is though - because there wasn't something dropped on top of the entire WTC tower, rather, the upper block was "dropped" (if we buy the "instability progressed horizontally" collapse initiation) onto the intact lower block. So the can would be more aptly the intact lower block, and my beef is that if it can buckle anywhere, why does it do so just below the impact zone - and not just once, but time and time again as the collapse progresses. (but I think you have tried to answer this below)

One thing to remember about the WTC is it comprised of three distinct components. These components were all constructed differently, and their behaviour during collapse was also very distinctly different.

The exterior columns were in fact constructed as panel assemblies, three sections of column side by side, connected by cross beams. These panels were staggered across the face, much as you would stagger bricks on a wall.

The core columns, in contrast, were comprised of long single pieces of steel, bolted one atop the other.

As far as I can tell the attachment points for each section of core column were at the same heights for each column, but they may have been staggered too, I don't know.

Finally, the light weight floor trusses, which kept the building rigid, were bolted between the core columns and exterior panel columns.
I agree with this description.

During collapse, the exterior column panels peeled away from the building in large sections - sometimes as much as a dozen floors at once. Theres were the parts of the building that almost exclusively caused damage to surrounding buildings.

These column panels had quite a clear outward movement, which implies the collapse force was applied partially laterally as well as vertically. I postulate that this is because the upper section fell inside the exterior panels, and as the mass of disintegrating building fell, it pushed the panels outwards.
It's extremely difficult to visualize how this could be (the upper section falling inside the lower section panels). For starters, the tower being rectangular the horizontal surface area of the top block is the same as the lower block, so how could it wedge itself in? In both tower collapses the upper block tilts, making this even more problematic. And even if we assume that your wedge-in scenario is possible and that the upper block was damaged in such a way that the perimeter columns were slightly tilted inwards in a funnel shape leading to a lateral force on the lower block perimeter columns, the perimeter columns of the lower lock would be also pushing laterally in the opposite direction on the upper block perimeter columns. You would expect the upper-block to take a beating given the destructiveness of the forces, especially as its columns are bent (in the funnel shape) and the lower perimeter columns get larger and larger, the lower the collapse proceeds.

I think I saw you post in another thread that as the upper block would impact the lower block at a horizontal angle, the collision points would not equal the entire perimeter columns, but only a subset of them - I think this is probably more realistic than a "wedge-in" model.

At the same time, the floors were contained within the exterior column panels, thus they fell straight down. The downward force against them easily exceeded the bolts holding them to the core columns and exterior column panels, thus they fell downwards. Their is ample eyewitness testimony from survivors beneath the collapsing buildings to suggest that the floors collapsed ahead of the visible exterior collapse, forcing a massive volume of air and building contents with them, like a giant piston.

This failure of the floor trusses would have aided in the exterior column panel failure I described above, as it would strip the exterior panels of their rigidity.
The problem with the idea of the floors pancaking down ahead of the collapse front, is that you need at least 1-floor to fall "nicely" vertically down to kick things off. The NIST theory requires the floor connections to be very strong in order to pull the columns inwards at initation, so to go from that to a generalized failure of all floor connections simultaneously seems a bit of a stretch. In addition, as the floors progressively fell on one another, I would expect some bowing inwards of the subsequent perimeter columns lower down (given the strong tie of the floor to those columns). But this isn't seen.

I know Bazant Zhou mention the possibilty of floors collapsing ahead of the upper block in a piston-effect, but it seems to be more of an afterthought to try and explain the horizontal dust ejections ("squibs"). In any case the NIST seemed to abandon this idea with their 2006 faq
NIST faq said:
NIST’s findings do not support the “pancake theory” of collapse, which is premised on a progressive failure of the floor systems in the WTC towers (the composite floor system—that connected the core columns and the perimeter columns—consisted of a grid of steel “trusses” integrated with a concrete slab; see diagram below). Instead, the NIST investigation showed conclusively that the failure of the inwardly bowed perimeter columns initiated collapse and that the occurrence of this inward bowing required the sagging floors to remain connected to the columns and pull the columns inwards. Thus, the floors did not fail progressively to cause a pancaking phenomenon.
wtc.nist.gov/pubs/factsheets/faqs_8_2006.htm
at least that's my interpretation (I know others have read it differently)
This leaves the core columns.

IMHO the core columns are the most likely to respond as you described. The force acting on the core columns was indeed compression - the very force they were designed to resist.

This is why the cores of the buildings did not fail with the rest of the structure. It is more clear in the collapse of WTC1, but significant sections of the building cores were still standing after the remainder of the structure had collapsed.

I propose that the upper sections fell, and as they hit the lower core columns, they were ripped apart. Imagine a cluster of hard sticks jutting out of the ground. Imagine falling from a height, face-first, into the cluster.

Quite.

That's what I think happened. The core columns ripped the upper section to pieces.
In this theory, you initially seem to have an extremely strong upper block ripping the perimeter columns apart laterally whilst taking minimal damage (to avoid shedding mass), and then at some point, it encounters core columns and the balance reverses - the upper block becomes fragile compared to the core columns and gets shredded to pieces.
It's possible, but forgive me if I don't take your word for it and demand some kind of proof! (more on this below)
After the exterior column panels had peeled away and the floor contents had piled, all we are left with are the core columns. these remained standing for a short while - a testament to their strength - however they were never intended to stand alone, and they had never been designed to have half a skyscraper smash against them. The connections of these core columns - bolts and welds - then failed. This is why the core columns broke into neat lengths on top of the pile.

The photographs from ground zero show debris lying in a pattern that precisely reflects the collapse sequence I proposed above. We have exterior column panels scattered far and wide, hanging from other buildings, and so forth. We have the actual floor contents, piled tightly near the base of where the towers stood. And we have the massive core columns, in equal length sections, scattered across the top of the pile.

-Gumboot

Well, like I said before this is interesting and sounds somewhat plausible, but to be honest I am not that comfortable in arguing the exact mechanism/features of the collapse because I am not a structural engineer. What I do know is that these questions are interesting and that the NIST procedure of stopping their analysis at collapse initation was not at all justified as they failed to fulfill their mandate to determine "how and why" the twin towers collapsed. They should have developed a computer model of the collapse (with visualizations) to see if they could get a collapse that matched up with reality (including collapse time). Basically here, you are assuming a gravity-driven collapse and then throwing out concepts and ideas to explain the observed phenomena.
But to prove that this collapse was indeed possible under gravity alone, a model should have made (such as the SAP2000 one someone recently obtained), initial conditions applied, and the collapse observed. If after tweaking starting conditions, model properties etc..a collapse somewhat analogous to the real thing (lateral ejections, total progressive collapse, time of collapse etc) could be obtained then it would constitute some solid proof that a gravity driven collapse was possible.
As it is, all we have is "global collapse ensued", and we have to take NIST's word for it apparently. I still come down on the side of those who deem this unacceptable.
 
Let me just nip this in the bud:

Well, I'm not too convinced by this theory, or at least, I don't feel that NIST have proven it conclusively. For example, the problem cited in the petition mentioned by this thread with the 40" sagging that the practical test did not reproduce. And the photographs in the report that purport to show inward bowing are not convincing either as they do not take light refraction into account.

The "practical test" was a model designed to measure fire resistance, and it found that the sagging didn't scale the way they thought, comparing a 15 foot to 30 foot test section. The test results are in no way inconsistent with the observed sagging in the WTC towers. You're comparing apples and oranges.

The bowing observed was seen over a long period of time. There is absolutely no way for "light refraction" to produce that effect for more than an instant. Convection would disturb the image. The bowing was real, and there can be no dispute whatsoever on that point.

You should re-evaluate your conclusions on a more accurate premise.
 
The bowing observed was seen over a long period of time. There is absolutely no way for "light refraction" to produce that effect for more than an instant. Convection would disturb the image. The bowing was real, and there can be no dispute whatsoever on that point.

A poster on another forum has gone through the trouble of calculating how much distortion would be possible from hot air in this scenario. I haven't checked his numbers, but his post is here:
http://www.democraticunderground.co...mesg&forum=125&topic_id=112423&mesg_id=113003

If he is correct, then there are several orders of magnitude difference between what was observed and what is possible from hot air.
 
<Snip past stuff R. Mackey has answered--counless times>>>
The problem with the idea of the floors pancaking down ahead of the collapse front, is that you need at least 1-floor to fall "nicely" vertically down to kick things off. The NIST theory requires the floor connections to be very strong in order to pull the columns inwards at initation, so to go from that to a generalized failure of all floor connections simultaneously seems a bit of a stretch. In addition, as the floors progressively fell on one another, I would expect some bowing inwards of the subsequent perimeter columns lower down (given the strong tie of the floor to those columns). But this isn't seen.

Not at all true. The floor connections don't have to very strong at all to pull in the verticals. you can even do an experimentcheaply to show it. Tie a rope to a fish scale and tension it to about 70% of the scales capability.
Hook another scale to the middle of the tensioned rope, and pull perpendiculat to the rope. Note the increased force (tension) within the rope for the very little force(tension) perpendicular to it.
For small angles, F*sin(a) << F*cos(a). So, little force in the horizontal requires not much strength in the fastening.
<
<<Snip past woo-woo to argument ffrom incredulity>>As it is, all we have is "global collapse ensued", and we have to take NIST's word for it apparently. I still come down on the side of those who deem this unacceptable.

Your choice. You can get educated, and you don't have to "Take anybody's word on it". Or, you can insist on maintaining ignorance and taking the word of those who have never done an actual test or calculation in their lives.
 
Let me just nip this in the bud:



The "practical test" was a model designed to measure fire resistance, and it found that the sagging didn't scale the way they thought, comparing a 15 foot to 30 foot test section. The test results are in no way inconsistent with the observed sagging in the WTC towers. You're comparing apples and oranges.

The bowing observed was seen over a long period of time. There is absolutely no way for "light refraction" to produce that effect for more than an instant. Convection would disturb the image. The bowing was real, and there can be no dispute whatsoever on that point.

You should re-evaluate your conclusions on a more accurate premise.


Indeed, 15ft vs 30ft and the model was fireproofed whereas in actuality NIST believed the fireproofing had been knocked off. But where is the physical test that validates the 42" NIST used in the computer model? It didn't "scale" the way they wanted, because they had a preconceived sagging value they had to get for their computer model to work.

About the bowing, I am just not convinced that the photographs in the NIST report prove the bowing conclusively.
 
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Not at all true. The floor connections don't have to very strong at all to pull in the verticals. you can even do an experimentcheaply to show it. Tie a rope to a fish scale and tension it to about 70% of the scales capability.
Hook another scale to the middle of the tensioned rope, and pull perpendiculat to the rope. Note the increased force (tension) within the rope for the very little force(tension) perpendicular to it.
For small angles, F*sin(a) << F*cos(a). So, little force in the horizontal requires not much strength in the fastening.
So, the floor connections were designed to sustain a large horizontal force without failing (to pull the columns inwards), but to fail when a small vertical force was applied? You'd think the concern when designing connections to hold up floors in a tower would be the vertical component...
In any case, my argument was that if the floors are pulling columns inwards and sagging, they are not going to then collapse neatly in this pancake scenario bypassing the core and perimeter columns. Additionally, NIST has abandoned the pancake collapse as I mentioned.

Your choice. You can get educated, and you don't have to "Take anybody's word on it". Or, you can insist on maintaining ignorance and taking the word of those who have never done an actual test or calculation in their lives.
Thanks for your concern. The problem is that there isn't very much material that covers the collapse as such. I see a lot of theories thrown around here with Rayleigh waves breaking welds, wedges forcing columns out laterally, but point me to the papers/computer models that analyze the collapse in detail and prove the collapse mechanism. NIST is of no help here and dropped the ball on their mandate to explain "how and why" the towers collapsed.
 
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Indeed, 15ft vs 30ft and the model was fireproofed whereas inactuality NIST believed the fireproofing had been knocked off. But where is the physical test that validates the 42" NIST used in the computer model? It didn't "scale" the way they wanted, because they had a preconceived sagging value they had to get for their computer model to work.

About the bowing, I am just not convinced that the photographs in the NIST report prove the bowing conclusively.
Translation: "I came here with my mind made up, and you aren't going to change it with facts or reality. I know what I know"


Sniff? Sniff? anybody else smell some used socks?
 
Indeed, 15ft vs 30ft and the model was fireproofed whereas inactuality NIST believed the fireproofing had been knocked off. But where is the physical test that validates the 42" NIST used in the computer model? It didn't "scale" the way they wanted, because they had a preconceived sagging value they had to get for their computer model to work.
That's completely false. I'm rapidly getting the idea that, like Miragememories, you haven't put much time into reading NIST either.

"Validation" of a model means that you certify its accuracy to a given precision over a wide range of inputs by comparing to standardized tests. It does not mean you have to replicate everything you model in real life to make sure you get exactly the same results. If we did that, the model wouldn't do us any good, because we'd just go back and do it in real life anyway. The NIST models were validated, not using the specific case that gave them the 42" deflection (as in Figure 4-24 on page 87 of NIST NCSTAR1-6), but using other test cases. Furthermore, NIST describes in detail not only how the validation was conducted, but further compares results of two different modeling approaches throughout the report. Thus your claim above is incorrect.

The 42" deflection is further supported by actual observation of sagging floors as seen in Figure 9-16, page 302, same report. This does indeed corroborate NIST's conclusions.

About the bowing, I am just not convinced that the photographs in the NIST report prove the bowing conclusively.
I'm fairly certain that this isn't our problem. We have clear photographs of the event occurring with no alternate explanation. If you still "are not convinced," the rational conclusion is that you simply aren't here to learn.
 
So, the floor connections were designed to sustain a large horizontal force without failing (to pull the columns inwards), but to fail when a small vertical force is applied? You'd think the concern when designing connections to hold up floors in a tower would be the vertical component...
may I suggest a reading comprehension class? I'm sure your local middle/high school has one.How do you get from "very little perpendicular force " to "had to sustain a large horizontal force"

That is deliberate, and willful misreading. It has to be.
In any case, my argument was that if the floors are pulling columns inwards and sagging, they are not going to then collapse neatly in this pancake scenario bypassing the core and perimeter columns. Additionally, NIST has abandoned the pancake collapse as I mentioned.
Never seen an accordian, have you? or played with one of those "flexible straws"?

Thanks for your concern. The problem is that there isn't very much material that covers the collapse as such. I see a lot of theories thrown around here with Rayleigh waves breaking welds, wedges forcing columns out laterally, but point me to the papers/computer models that analyze the collapse in detail and prove the collapse mechanism. NIST is of no help here and dropped the ball on their mandate to explain "how and why" the towers collapsed.

Used socks, anyone?
 
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So, the floor connections were designed to sustain a large horizontal force without failing (to pull the columns inwards), but to fail when a small vertical force was applied? You'd think the concern when designing connections to hold up floors in a tower would be the vertical component...
And that's why we let engineers design towers. The buildings that support only vertical component forces tend to fall down when wind blows on them.
In any case, my argument was that if the floors are pulling columns inwards and sagging, they are not going to then collapse neatly in this pancake scenario bypassing the core and perimeter columns.
Why? Alternatively, do you have the mathematics to support such a statement?
Additionally, NIST has abandoned the pancake collapse as I mentioned.
So, in looking at the evidence and performing calculations, NIST has altered its stance. How is that a problem?
Thanks for your concern. The problem is that there isn't very much material that covers the collapse as such. I see a lot of theories thrown around here with Rayleigh waves breaking welds, wedges forcing columns out laterally, but point me to the papers/computer models that analyze the collapse in detail and prove the collapse mechanism. NIST is of no help here and dropped the ball on their mandate to explain "how and why" the towers collapsed.

Perhaps I could suggest reading the National Construction Team Act. You will find that NIST was directed to determine the technical cause of the collapse, but not to model or study events after collapse initiation. Your assertion that they "dropped the ball" is one based entirely upon your opinion.
 

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