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Originally posted by psikeyhackr
Talk about desperate.
Could it be that steel is expensive and it does not make sense to use it in short buildings.
Skyscrapers were not possible until the late 19th century when the Bessemer process enabled relatively inexpensive and large steel production.
It looks like the Bazant defence has turned into verbal BS.
psik
Originally posted by exponent
Because you're refusing to answer my questions and pretending like they don't exist. For the seventh time: How can a model which accelerates all of the mass of the towers be considered a minimum?
If you truly had faith in your model, you'd answer this. You've brushed it off so many times now I can only think that you have no good answer.
Originally posted by psikeyhackr
Because you LEAVE OUT what you want to LEAVE OUT and pretend it is irrelevant.
The question should be this:
How can a model which is MAGICAL in that it has no REAL SUPPORTS which would have to be broken and destroyed by the mass falling from above be considered the minimum?
Because the destruction of those supports would absorb the energy from the falling mass and the Conservation of Momentum would not be the only factor involved in increasing the collapse time.
But I say if the effect of real supports and accurate mass distributions are taken into account there is no way it could come down in less than 26 seconds. So something else had to be involved and that is what my physical model portrays. So why hasn't any engineering school built a bigger physical model than mine?
Originally posted by exponent
So it means nothing then, that's not a surprise, I am used to reading through hyperbole and waiting for you to actually bother to go read the paper you requested and I provided.
I love this desperate scrabble to pick a preferable metric and then insist that's what is most important. If we believed your logic we'd have to ask why every single building isn't made out of steel. The answer of course is that concrete in compression is often far superior to steel as the 'failed demolition' videos show.
Gee lets see how honest you're going to be:
What a shock, you won't even read a paper you demanded. Why are you so afraid of being shown to be wrong?
Except it totally doesn't. Bazant's paper was a best case scenario for the building
Originally posted by exponent
Bazant's paper is peer reviewed, and is authored by a total of 5-6 researchers and cited by many more. Claiming it's just a single person is silly, especially as I quoted Newtons Bit for truss sagging beforehand.
What alternative are you offering? Before now the only excuse I've seen you use is 'it was the cladding bowing' which has been repeatedly demonstrated to not be geometrically possible.
I handwaved nothing, you literally just ignored where I explained the position as clearly as possible. Please go back and read my replies.
How does sagging take up force? Please give me a detailed answer.
I already went through this in this very thread. This is true, but concrete exceeds steel in many ways too. In the WTC, weight was a dominant factor.
You showed a demonstration of a completely different construction of building and floor, with no similar conditions. Here is a university paper from the UK on truss sagging: www.sciencedirect.com...
The results and analysis indicate that composite truss flooring systems may not fail suddenly. Individual member buckling seems to be a much more gradual occurrence linked to material failure and expansion based geometry change rather than sudden “failure”.
It confirms that there are pull-in and push-out forces with a composite steel truss and concrete deck system matching the construction in the towers. It uses FEA as you agreed to and is from a reputable source in a reputable journal.
Originally posted by ANOK
No it means what it said, you are just playing dumb now in order to ignore it.
What? You claimed concrete was stronger than steel in compression, I showed you that is not even close to being true and you claim I'm desperate?
Concrete is not stronger in compression. How does the failed demolition video prove that it is? Circular logic unless you can show an equivalent steel framed building actually collapsing under the same circumstances.
No why should I wade through a web site trying to find what you're talking about, when you can simply quote the point you want to make? How hard is that? You OSers have a habit of throwing up links without any explanation.
The idea in a debate is you debate, you don't just send people off to read other peoples opinions.
Afraid of being wrong? You won't even address the video I presented. You hand wave away the fact you are wrong about concrete compression. That is where you are being intellectually dishonest, you will not accept anything if it contradicts your claims. You have no valid argument against what I have said.
Admit you are wrong about concrete being better in compression than steel. If you can't even get that simple fact right, how can anyone take anything else you claim seriously? You can check for yourself ANYTHING I say. If I am wrong you would be able to show me where I am wrong, but all you do is make excuses.
Originally posted by plube
Ahhh haaaa I know where i have heard those words before.......PLB.
So whats the game here.....are you good friends with PLB.....Or are you using both accounts.....your compartmentalization is the very similar.edit on 013030p://f46Saturday by plube because: (no reason given)
Originally posted by ANOK
So what? Jones paper on thermite was peer reviewed also.
Alternatives to the collapse mechanism offered by NIST is what I meant, not the cladding. Yes I did say it could have been the cladding bowing inwards and I still think that is a possibility.
I handwaved nothing, you literally just ignored where I explained the position as clearly as possible. Please go back and read my replies.
But you didn't.
Originally posted by exponent
Certainly. Using the model me + psikey are using means there are suspended floating masses representing the floors. We drop one group on another from say the 90th floor. When the two meet, they will destroy each other and the supports holding the floor up. This turns them into rubble (essentially using up Kinetic Energy) and expels some of the debris.
At this point we have a lower block 'A' made of 88 intact floors. We have a rubble block 'B' made of 2 'rubbleised' floors. We have an intact upper block 'C'. From this point, the behaviour depends on how much KE was lost in the initial collision. Either the upper block will hit the rubble block first, or the lower block will hit the rubble block.
If the upper block impacts the rubble block, it is doing so while the rubble block moves away from it. If the rubble block impacts the lower block, then it is doing so at rest. The resulting velocities result in a difference in the impact force.
As a natural consequence, the upper block will experience significantly lower impact forces as soon as a rubble block has formed.
Because the truss would simply sag more. It wouldn't impart that force to the columns.
How? You're not making any sense. Steel is superior to concrete in every way, as you know now as I showed you.
If concrete by itself weighted down and sagging, but still rigid, after supports have failed does not pull in columns and collapse, then steel being much stronger and robust, sagging from heat and no columns removed will also not fail.
What does?
Originally posted by exponent
Right, I agree. You've neglected the fact though that you have maximised the momentum transfer. This isn't what you do to get a minimum bound. If we want to talk about the absolute minimum time for rubble to start hitting the ground inside the tower then we have to minimise the momentum transfer. That means destroying floors only. Do you want to work together on the values for this? I'd be more than happy to do the work and present it if you agreed on initial conditions.
We've already been over this. You don't have any data that says 26 seconds,
The first fragments of the outer walls of the collapsed North Tower struck the ground 11 seconds after the collapse started, and parts of the South Tower after 9 seconds. The lower portions of both buildings' cores (60 stories of WTC 1 and 40 stories of WTC 2) remained standing for up to 25 seconds after the start of the initial collapse before they too collapsed.
Originally posted by psikeyhackr
Since I think it is obvious that breaking supports would have much more effect than momentum I am content to leave the momentum transfer as it is. But isn't a less than maximum momentum transfer going to be even slower and therefore take more time? Does what you are suggesting make sense?
The collapse time for the Spire is universally regarded as 25 seconds from the start as far as I have seen.
The first fragments of the outer walls of the collapsed North Tower struck the ground 11 seconds after the collapse started, and parts of the South Tower after 9 seconds. The lower portions of both buildings' cores (60 stories of WTC 1 and 40 stories of WTC 2) remained standing for up to 25 seconds after the start of the initial collapse before they too collapsed.
Those 90 stories would be about 1080 feet tall. If the falling 15 stories could maintain a constant velocity while crushing six times as many stories as themselves even though they had to be stronger and heavier then the falling 15 stories then it would take 17.4 seconds to destroy 90 stories. This would yield a total of 19.3 seconds to destroy the north tower.
But we know the top 15 stories did not have 60 feet of free space to fall through. So even the 25 seconds is ridiculous.
So we end up with endless pseudo-scientifc crap with complex math that ignores things like Newton's Third Law to supposedly explain what couldn't happen and people condescendingly insult anyone who can't do the math or does not have elegant code. But they can't, or at least haven't, built a physical model that can actually collapse completely.
Originally posted by ANOK
Address the fact that your link did not show sagging trusses can pull in columns, or quote where it does.
How do sagging trusses pull in columns? You haven't answered that question yet. All you can do is keep repeating that trusses can sag, we know that already, you are avoiding the actual point of this.
I have shown you an actual real life demonstration that shows that a much weaker structure, with added weigth and load beating columns removed, did not demonstrate the claim NIST makes.
You are simply ignoring this explanation and pretending I am not talking about the collapses. This is the main hypothesis for the whole collapse initiation according to NIST. I am trying to get to the crux of the issue, instead of arguing irrelevant points that make no difference in the grand scheme of things.
The results and analysis indicate that composite truss flooring systems may not fail suddenly. Individual member buckling seems to be a much more gradual occurrence linked to material failure and expansion based geometry change rather than sudden “failure”.
Originally posted by plube
I am not sure...i will play dumb here for a second...but could you please tell me what this means and how it might affect what is contained in Bazants paper....in your own words please....
I want to know if your are parroting or if your actually understanding what is being presented...because i Never see you actually putting forth your own work.
Also you said ASK the mods about your connections to PLB....what could they tell me...I mean really...you could use a machine at one place and sign on another time from another machine .....there fore differing IP's.
Could all be coincidence couldn't it.
now there is a key word in there......Composite......
i will ask you this also....was the floor and truss system in the towers a composite....Or were the trusses a separate entity ..... think hard about this...because it affects the apparent behavior of the trusses completely....and also any results of the NIST testing.....should the trusses alone be subjected to a fire test....or would the whole floor truss system together have to be tested to achieve viable results.
Originally posted by plube
Thank you for the excellent reply and it was well worded....and quite eloquent and i do appreciate it
the next question...would the composite components need to be tested as a whole?..to test any deflection or expansion due to the fires or would it be ok to just test the individual components and say this is how the entire composite piece is going to respond under the conditions they were exposed to on the day?
also the truss seats were fine for the design and they were fine for the loads they were required to carry loads pre collapse we will get to the loads later....try not to inject opinion as i can see the seats are of a common design and have perfectly held up in designs of steel structures throughout the world to this very day....so can you please not try to make out how weak they may appear to you.
for 40 years they did exactly the job they were designed to do without fail....during a 1993 truck bomb...and a fire in 1975. which pushed them then to their limits i am sure.
...
So are you in agreement the truss seats carried the loads they were designed to carry for the last forty years or not?
Note: also don't make it out to be more complex than it really is....it is a structure with design parameters....for some reason these parameters failed...the thing is trying to come up with why these parameters failed....nothing more nothing less.
Originally posted by exponent
Originally posted by psikeyhackr
Since I think it is obvious that breaking supports would have much more effect than momentum I am content to leave the momentum transfer as it is. But isn't a less than maximum momentum transfer going to be even slower and therefore take more time? Does what you are suggesting make sense?
It does make sense. If you leave the upper block intact, and make it affect only the floors, they have very little in the way of resistive force and less in the way of mass. It makes the collapse quicker.
Originally posted by exponent
Originally posted by psikeyhackr
Since I think it is obvious that breaking supports would have much more effect than momentum I am content to leave the momentum transfer as it is. But isn't a less than maximum momentum transfer going to be even slower and therefore take more time? Does what you are suggesting make sense?
It does make sense. If you leave the upper block intact, and make it affect only the floors, they have very little in the way of resistive force and less in the way of mass. It makes the collapse quicker.
Of course, in reality the upper block did crack and disintegrate somewhat, for example we know that only a few tenths of seconds into WTC2s collapse one of the outer walls of WTC2s upper block failed, this would have severely compromised it. However, the method of compromise is to 'rubbleise' the interior floor sections. This then rains down directly on floor sections below.
Any way you put it, the real collapse was much more dangerous to the building than our ideal models.
The collapse time for the Spire is universally regarded as 25 seconds from the start as far as I have seen.
If we're approximating 'collapse complete' times then I'm cool with that, I think probably closer to 20 seconds as the spire was not really a major contributor once the floors had passed it. I thought you were saying "A real collapse should have taken more than this long because i say so", but you are not.
The first fragments of the outer walls of the collapsed North Tower struck the ground 11 seconds after the collapse started, and parts of the South Tower after 9 seconds. The lower portions of both buildings' cores (60 stories of WTC 1 and 40 stories of WTC 2) remained standing for up to 25 seconds after the start of the initial collapse before they too collapsed.
en.wikipedia.org...
Those 90 stories would be about 1080 feet tall. If the falling 15 stories could maintain a constant velocity while crushing six times as many stories as themselves even though they had to be stronger and heavier then the falling 15 stories then it would take 17.4 seconds to destroy 90 stories. This would yield a total of 19.3 seconds to destroy the north tower.
But we know the top 15 stories did not have 60 feet of free space to fall through. So even the 25 seconds is ridiculous.
You mistook 'constant velocity' with 'constant acceleration'. With a constant resistive force the acceleration remains constant, not the velocity.
So we end up with endless pseudo-scientifc crap with complex math that ignores things like Newton's Third Law to supposedly explain what couldn't happen and people condescendingly insult anyone who can't do the math or does not have elegant code. But they can't, or at least haven't, built a physical model that can actually collapse completely.
Show me a single bit of maths by anyone anywhere ever on this subject that ignores 'Newtons Third Law', and then show me how you'd make it obey the third law. Please.
Originally posted by psikeyhackr
An intact upper block is going to include THE CORE.
So the falling core would impact the stationary core which would involve the HORIZONTAL BEAMS in the Core.
The concrete slabs of the floors outside the core were SIX HUNDRED TONS. We don't hear that much but it is easy to calculate. Of course we never hear and I don't know how to calculate the weight of the pans and trusses. So the approximately 200 connections holding that weight and the live load on the floors were not exactly WEAK.
So breaking those connections would take energy and...
SLOW THE COLLAPSE DOWN to more than TWELVE SECONDS.
GET REAL!
My magical collapse is an artificial creation for thought experiment purposes. You want to make something even more artificial for what purpose?
So regardless of what happened we should have all been demanding accurate data on the buildings years ago to eliminate this stupid speculation to rationalize preferred beliefs. Skyscrapers must hold themselves up and withstand the wind. There are 200 of them around the world over 800 feet tall. The physics cannot be that complicated and mysterious. But I can't find the distributions of steel and concrete on any of them. So it looks like there is a conspiracy of silence in the skyscraper industry.
You have already been shown videos demonstrating that the top of the north tower mostly collapsed on itself before the lower portion even began being destroyed but you want to talk as though math is more important than reality. Some science. This is just endless BS.
Originally posted by exponent
The average weight varies, but around a thousand tons. It is on average about half the weight of a particular floor. The problem is though that in no way is it comparable to the strength of upright core sections. I agree with posters who emphasise the size of core structures in that they were not slight or weak, but in every way individual truss sections and their connections were comparatively much weaker. This is the issue if we are discussing the actual collapse. How would you model the strength of the floors and their connections?