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 Another_Nut
So the concrete floor slabs for 220 stories is negligible?
Than that is why noone takes the os side seriously.
Silly statements like that.
What I'm actually saying is that each floor would decelerate any mass that falls from above, and in most realistic cases - the top crumbling down, a Boeing parked in the office - so much the collapse would stop after crushing at most six or seven floor slabs, and that you would have to go to great lengths to concentrate a load so heavy that it squeezes its way to the ground floor.
Originally posted by -PLB-
This is in strong conflict with what you said earlier "My floor slabs are designed for little load except for some office furniture".
Now you are saying your floors can hold the mass of a Boeing and the load of several floors.
Please elaborate. What's so wrong about comparing total potential energy with total resistance; what's the difference between this and Bazants equations that do the very same thing, just by iterating through each floor? There is none! Instead, it affords a step back to look objectively and reasonably at what Bazant et al are really doing here - in total! I'm not mixing up, I'm adding up and cleaning up the jungle of variables and integrals and getting to the point of what Bazant, Zhou and Verdure are saying actually.
You said so yourself when you quoted Bazant. Wp = potential energy; Wg = "containing" energy; IF Wg > Wp THEN GOSUB(progressive.collapse) ELSE GOSUB(collapse.arrest).
Now you are mixing up a lot of things. You are looking at total potential energy vs total resistance. These are not the conditions given by Bazant, and for good reason, as it is incorrect.
Originally posted by Akareyon
What I'm actually saying is that each floor would decelerate any mass that falls from above, and in most realistic cases - the top crumbling down, a Boeing parked in the office - so much the collapse would stop after crushing at most six or seven floor slabs, and that you would have to go to great lengths to concentrate a load so heavy that it squeezes its way to the ground floor.
Please elaborate. What's so wrong about comparing total potential energy with total resistance; what's the difference between this and Bazants equations that do the very same thing, just by iterating through each floor? There is none!
Instead, it affords a step back to look objectively and reasonably at what Bazant et al are really doing here - in total! I'm not mixing up, I'm adding up and cleaning up the jungle of variables and integrals and getting to the point of what Bazant, Zhou and Verdure are saying actually.
No matter how you look at it, according to them and video evidence, it all boils down to 981 GJ (depending on the true weight of the towers and their true center of mass, probably a little less) being "contained" by only 55 GJ (in the "most optimistic scenario") of tensile (or "internal") energy. Energetically, they're balancing a dull pencil on its tip.
I can only try to put this in laymen's terms as good as I can, I can only try to translate into the languages of physics and engineers even if I'm not fluent in those, and I'm not doing this to troll or something - this is too serious a topic - but because I believe that all it needs is that "aaah" moment I had a few years ago.
And of course the total potential difference of the top floors to ground level is 168 GJ, and if there would not be another 442,000,000 kg of steel and concrete in between, that would surely make for a hell of an impact on ground level - wait, it made for a hell of an impact anyways...
But that was never the question we were asking, we were asking for the kinetic energy upon impact on the topmost floor under the one that we made magically disappear to compare it to the kinetic energy of the plane impact; and all I was trying to say is that the planes brought more energy into the system than a one-story freefall of a 58,000 ton "Block A" would add. It's not even the most important point really, just meant as a little twist of perspective to bring things into relation, yo know - the planes came from the side and hardly made the towers sway, the top comes falling down and takes the whole building with it.
I really enjoy this discussion, especially since I'm the one who talked you into building the world's first working small-scale model of a total progressive gravitational collapse. I feel a little proud of that, to be honest. It would be a shame if we'd now use math to gain the upper hand instead for illumination on our way down the rabbit hole :-)
Originally posted by -PLB-
So after 6 floors, what is holding that mass exactly? its not a floor, as that would fail, as its only designed to hold an office, not 6 floors + Boeing. It is also not a column, they are orientated vertically so have no grip on the debris.
So what is holding that mass after 6 floors?
Structural steelwork in buildings (FoS) 4 - 6
The factor of safety also known as Safety Factor, is used to provide a design margin over the theoretical design capacity to allow for uncertainty in the design process. The uncertainty could be any one of a number of the components of the design process including calculations, material strengths, duty, manufacture quality. The value of the safety factor is related to the lack of confidence in the design process. The simplest interpretation of the Factor of Safety is
FoS = Strength of Component / Load on component
If a component needs to withstand a load of 100 Newtons and a FoS of 4 is selected then it is designed with strength to support 400 Newtons...
Originally posted by GenRadek
reply to post by Another_Nut
Ok, for starters, have you bothered to do some research into the compressed floors found at the base of the Towers?
Clean up workers at Ground Zero reported finding multiples floors compressed together into a size a fraction of the original size difference. Also found: the floor trusses, floor pans, concrete, floor debris, all squished into a tiny stack.
What is holding the mass of 10 Jenga blocks in my tower, when one floor alone couldn't?
Originally posted by -PLB-
So what is holding that mass after 6 floors?
One floor, you say. E=m*g*h=500000000kg/110 * 9.81m/s² * 3.7m*2=329.972.727 J.When you iterate, you start with an initial mass. This can be chosen arbitrarily. If you choose a mass of 1 floor, then the collapse would arrest according to Bazant's model, as Wg < Wp.
Please elaborate. What's so wrong about comparing total potential energy with total resistance; what's the difference between this and Bazants equations that do the very same thing, just by iterating through each floor? There is none!
That's what I said. The conditions for arrest can never be met because each and every single floor is too weak for the stuff above and is only in an unstable equlibrium. So Fig. 4a, B/V'07 is valid for the whole structure: the weight (mass times acceleration) is well above the maxwell line of the structure.
So in case of the WTC, the collapse would arrest in this scenario. In your calculation, there is no such distinction between scenarios.
Ummm... no? Energy is mass times speed squared (E=m*v²), and although the top may be heavier, it never picks up that much speed even when we assume a free fall (v = sqrt(2*g*s) = sqrt(2*9.81m/s² * 3.7m) = 8.5 m/s). The plane is not as heavy, but its velocity affords its greater kinetic energy. I've not made anything up here, I used official figures and well-known physical laws, I promise.
The question we were asking was which has more energy: the top section falling or the plane crash and fires. Though I am not too sure about the amounts, I think we both agree that it was not the figures you came up with, and that the energy from the top section falling may very well be much larger than the planes+fires.
To which I replied with the metapsysical hypothesis that intelligence, knowledge, purpose and meticulous planning clearly are a form of energy, as a domino experiment will easily show. A vérinage releases no explosive energy at all, it just strategically removes the tensile energy. A traditional CD with explosives is no different from that when it cuts all the beams, starting at the bottom, thus smashing the bottom floor into the ground using the weight of the whole rest of the building. Sometimes, by the way, this goes wrong and... collapse is arrested, or the building leans and topples. Spectators usually cheer and laugh then, I heard "schadenfreude" is one of the few German words in the English language :-)
And I think we also agree that the amount of energy released there is much more than that of explosives.
Originally posted by wmd_2008
reply to post by ANOK
You have be linked to the truss info more than once I can't help your memory problem
Do you seriously think the South Towers could survive the MASS of the floors above the impact point as for FOS etc I have to deal with that in my day to day job what is it you do again
Originally posted by wmd_2008
DO you or I or ANBODY know exaclty the damage was caused by the IMPACTS .
DO you or I or ANBODY know exaclty the damage was caused by the FIRES
Could enough mass fall to cause FLOOR repeat FLOOR failures YES!
Both buildings DIDN'T collapse exactly the same as each other or are you blind
The final result was the same yes the impact points were different the collapse started at different location the buildings fell in relation to the impact points, heights and SUSPECTED damage does that not just sink in with you!
These events are a PRODUCT of the design and the CONDITIONS of the day.
Once those planes entered the building there is NO way for either side to be 100% sure what was damaged, YOU could recreate this event a million times over would the conditons inside after impact be EXACLTY the same every time could YOU or anybody guarantee the PART A would hit COMPONENT B every time NO thats a nature of collisions and explosions.
Get it into your head there is NO WAY that you me or ANBODY can account for all the damage / loadings etc that these buildings were put under that day!
Originally posted by Akareyon
reply to post by wmd_2008
. Although not every variable can be known in a chaotic process like this,
...and don't even start yelling at me.
Originally posted by wmd_2008
Originally posted by Akareyon
reply to post by wmd_2008
. Although not every variable can be known in a chaotic process like this,
That's the whole point which seems to be lost on you also!!!
Originally posted by wmd_2008
reply to post by ANOK
New Theory on Tower Collapse
Originally posted by ANOK
Even the assumed damage is not going to lead to complete collapse, because the damage was all at the top of the building, which leaves more building that was undamage. Even IF the columns were all completely severed (doubtful) and the top section was lifted up and free fell it would still not be enough mass to crush all the floors to the foundations.
That paper discusses the initiation. That's a detail. We all can only speculate on that, we all agree on that. That's why we go along with the most severe scenario and pretend like Bazant that one whole story just disappeared. And still doubt may be announced that towers naturally behave like the Twins did under such circumstances.
Originally posted by Akareyon
I'm fine with any explanation for the initiation of the collapse, I'll go along with Bazant and pretend one floor was removed and there was a one story freefall.
Originally posted by teamcommander
reply to post by ANOK
I was just watching the short vid which you posted in this reply.
I began to notice what appears to be atleast three different lateral plumbs of dust coming from the top floors of the north tower at the same time. To me this would indicate the simultanious failure of more than one floor at the point of initiation of the collapes.
These plumbs are not just from a single point, which may suggest some single "explosive detonation". They are almost all the way around the visible portion of the structure.
In your explainations, can it be justified that so much of the upper portion of the building would do such at the same time? I had not noticed this before and am at a lose to determine any mechanism of nature which could be the cause.