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Moderated Steel structures cannot globally collapse due to gravity alone

In the history of the world, gravity is responsible for 100% of building collapses.

Gravity is evidently only a contributing factor when you destroy a building using, e.g., CD. The cause of collapse is the serious, multiple local, structural failures at the bottom of the structure introduced by CD.

The cause of the WTC1 collapse cannot be local fire and associated structural failures high up as those failures cannot produce neither free fall nor impact of the structure below. And even if you impact the structure below with its upper part, you cannot cause global collapse; only further local failures. Reason is that SE > PE = no global collapse.

Quite basic, actually. Cause and effect, you know. Keep it simple! Do not invent causes and effects because you always end up in an illogical scenario where your inventions do not tally with observations and forensic evidence, e.g. videos.
 
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Quite basic, actually. Cause and effect, you know. Keep it simple! Do not invent causes and effects because you always end up in an illogical scenario where your inventions do not tally with observations and forensic evidence, e.g. videos.

Thanks for the laughs, Heiwa!
 
How strange, Heiwa. You seem unable to produce any meaningful structural calculations. Is there a reason for this?

Likewise you have wholly failed to pursue this challenge:

Okay, I'll cut you a deal.

Only a fool would think that they, and they alone, had identified a mistake overlooked (complicitly or otherwise) by every other expert in the world.

This would be especially the case where, as at the towers, the results of the investigation and underlying cause had been circulated widely - globally - and formed the basis for a significant body of further research work.

I note, for example, the studies done by Arup and Edinburgh University regarding fire modelling and collapse initiation causes, both of which were reported widely (for example in NCE).

So, if you want me to take your opinion seriously, find me a credible engineer with expertise in tall structures who supports your case. Not someone who designs gym halls, or retired 30 years ago, but a solid name. Someone from Arup, or Mott MacDonald, or Jacobs Babtie, or Atkins, and so on.

Find me a paper in any of the mainstream engineering journals - NCE might be a good starting point - which casts significant doubt on the NIST structural analysis or actively supports those issues raised in your own paper.

Now, just to stresss, I'm quite happy with non-US sources and given your clear concerns about USG manipulation of the construction community I'm sure you would prefer to bring forward European or even Far East expertise. I will, however, be looking for fully detailed stodues and not - to coin a phrase - half-arsed generalisations.

If you can't produce this kind of background, then tell me why you - and you alone - are able to see the glaring errors and obvious lies which every other respected engineer in the world has missed. Tell me why you, a naval architect with limited expertise in standing buildings work and apparently no grasp of tall structures, picked it up.

I shall await your doubtless evasive reply with anticipation.

Well, sonny, what are you waiting for?
 
Here is my list of peer-review articles on the twins' collapses. There are some from all over the world. About not trusting U.S. sources, that has me baffled. If someone was trying to pass off a controlled demolition as a fire-induced progressive collapse in your country, don't you think it might cause some concern among your country's engineers?
 
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Here is all you need to do in order to build a skyscraper in Heiwa World:

1) Model the skyscraper with pizza boxes. If the model can stand, that must mean that the real skyscraper that it is modeled after can stand.

2) Build skyscraper based on pizza box model.

3) Laugh at all the other builders that used structural engineers and computer models to build their skyscrapers.
 
Here is my list of peer-review articles on the twins' collapses. There are some from all over the world. About not trusting U.S. sources, that has me baffled. If someone was trying to pass off a controlled demolition as a fire-induced progressive collapse in your country, don't you think it might cause some concern among your country's engineers?

Sadly, most truthers are singularly unimpressed by a list like that.
 
How strange, Heiwa. You seem unable to produce any meaningful structural calculations. Is there a reason for this?

Likewise you have wholly failed to pursue this challenge:



Well, sonny, what are you waiting for?

I replied - see #209. OK, moderator moderated the reply which was to the effect that I do not cut deals with a certain type of people.
 
You are just repeating the official collapse version that has nothing to do with reality. The official collapse version is simply not correct as I show in my articles. No impact can be seen on any videos.

You have not demonstrated that the "official story" is incorrect in your articles or your posts. You have done nothing more than demonstrate that you do not grasp the details of the event or the engineering and architectural critiques made of your work.

Furthermore, your attempt at rhetorical diminution of the dominant theory - "... repeating the official collapse version that has nothing to do with reality" - is silly. Try rephrasing for accuracy: The collapse version carefully researched and experimentally validated, confirmed by independent research groups, and accepted as factual and accurate by construction code bodies around the world. When the NIST theory is put this way, people can take proper note of the amount of scrutiny it has been put under, and the amount of validation the proposals within have been given.

Yours on the other hand... well, there must be a reason you can only self publish it...

Will discuss your miscasting of the impacts below.

An impact is, as I have described, e.g. a rubber ball bouncing on a floor or a hammer hitting a nail; the moving object always decelerates at impact! No deceleration seen on any videos of WTC1/2! You are right - you must show that the upper part is significantly slowed by the lower structure. Otherwise there is no impact. NIST does not do it. Bazant does not do it. Seffen does not do. They just assume there is an impact. But there is none.

There's more than assumption of impacts. There is validation from the videos themselves. You'll note that the tower collapses in a longer time than it would take had it been in actual free fall. This means internal resistence.

You'll also note the images of severely distorted steel in the NIST report as well as all over the internet, distortions that do not display the characteristic "shredding" or "fragmentation" of metal distorted by explosives. That also validates that internal collisions occurred.

But if you're proposing that people make the same mistake that MacQueen and Szamboti made, think again. Looking in internet videos for independent "impacts" (or as those two put it, jolts) is a bad idea. That was discussed here already. You saw the thread; heck, you even participated in it. From having participated, you should be well aware that there's not sufficient frame resolution due to the frame rates of internet videos to discern such individual "impacts"/"jolts", and it's questionable that there's enough pixel resolution to do so. So you have to look macroscopically at the total collapse, and again, the collapse time demonstrates internal resistence.

You can stop trying to pull the wool over people's eyes. Fooling the children you continually claim to be writing for is child abuse, and besides, we're all grownups here.

What is seen is that the upper part is destroyed (CD) prior to destruction of the lower structure (more CD). Use first your eyes, then your brains. See and think!

Respectfully suggest you follow your own advice: See and think! You are unable to explain the complete lack of explosions. You are unable to explain the complete lack of signature effects left on the steel. You are unable to explain the fact that most windows in the immediate area were not blown out, a characteristic sign of explosive demolitions. You are unable to explain the lack of employees and visitors to the towers immediately prior to 9/11 not speaking out about the large scale construction events that would be necessary to emplace explosives. In short, you provide no proof that CD is used, and you cling to a myth that has long and repeatedly been disproven!

Arguing CD - the oldest fantasy regarding 9/11 - is futile around here. There's nothing you can do to prove it; it already has been definitively refuted.

Beacuse - steel structures cannot globaly collapse due to gravity alone if you drop another steel structure on them! Local failures, yes. Global collapse - never. Too little PE and too much SE. It's a pity NIST cannot do the correct calculations.

Citing mantras is not proof, repetitiously doing so doesn't change it into proof. Again, you fail to consider the events as they happened. And you ignore the work on energetics that has already been done. I note that your objections to Bazant et. al. never center around the energetics calculations themselves. Wonder why. I also note that you never, ever follow up these claims with your own calculations as to why you think there's not enough "PE" available. Unlike your silly claim, Bazant et. al.'s work has been peer reviewed, and answered. Yours? Well... again, there must be a reason you're not publishing your 9/11 "work" in honest engineering publications.

But, feel free to prove me wrong. Submit it somewhere. I'm sure Architect can suggest some applicable European journals. And while we're on the topic of academic work, are you going to take him up on his challenge at some point to provide the math leading you to the conclusions you draw? I note that you've failed to answer his challenge on multiple occasions.
 
I replied - see #209. OK, moderator moderated the reply which was to the effect that I do not cut deals with a certain type of people.

Oh, so you unfairly label someone without cause or justification and then refuse to talk to him based on the unjustified judgement you passed? Nice! We don't often see such creativity used in avoiding challenges.

Let's do this, then: Address your response to Architect's challenge to me. You've already demonstrated a willingness to respond to me, just provide the calculations. Say to us "Well, I won't talk with that facist bastard Architect! (Sorry, A.; his judgement of you, not mine :D). But so that you all understand: (Insert calculations here)".

You should do this. You've already seen my admissions that I'm a mere layman. Calculations "proving" your point should dazzle me into submission.
 
... just provide the calculations.

...

You should do this. You've already seen my admissions that I'm a mere layman. Calculations "proving" your point should dazzle me into submission.

So you have not seen my calculations (at, e.g. http://heiwaco.tripod.com/nist1.htm ) ? So let me dazzle you into submission.

The basics are quite simple! We can estimate the available energy, PE, at an alleged pure 'impact' of the upper part against the lower structure. Let's say it is 0.61 GNm (because some energy was consumed buckling columns before impact). It is only 170 kWh - that some people use to heat one house during a week.

And we can likewise estimate how the intact structure below can absorb this energy as elastic deformation, elastic strain energy, ESE, by assuming a spring constant C = 0.5 GN/m (which is very reasonable. Don't believe the Bazant figure of 71 GN/m).

The associated deformation of the total structure below is then 1.56 meter and the maximum force developed is 0.78 GN (spread around in 280+ columns) during this elastic deformation process.

And after that the upper part is stopped! It will actually bounce back 1.56 meter. No plastic deformation or structural failures take place at all!

THIS is what I would expect to see on a video IF the upper part impacts or collides with the lower structure. What I see is local CDs of upper part before 'impact' and lower structure after 'impact'. The whole tower simply explodes.

I can do more detailed calculations of columns punching holes in floors, ripping off floor connection bolts, deforming, shearing off and ripping apart columns and beams, etc. but let's face it. There is not enough potential energy available to do any of these things. The total strain energy, SE, built into the lower structure is >1000*PE mentioned above. You thus need extra energy to accomplish the destruction = CD.

In another post you dream that the NIST collapse version is carefully researched and experimentally validated, is confirmed by independent research groups, and is accepted as factual and accurate by construction code bodies around the world, etc., but it is not true at all. It is a dream. Most institutions and their staff stay away from the NIST report as a rotten potato! Lack of moral fibre, in my view. Only politically correct maybe - let the US government handle its own potatoes.
 
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So you have not seen my calculations (at, e.g. http://heiwaco.tripod.com/nist1.htm ) ? So let me dazzle you into submission. ...
Your paper was submitted to a journal, it was rejected. Sorry, it is a redo. When will you join reality?

Why do you believe in no planes at the WTC? Because your failed paper can not have kinetic energy impacts of 1300 and 2093 pounds of TNT.

Why does the chief structural engineer reject your work?
 
Those aren't competent structural analyses.

Provide a full model and calculations. Put up or shut up, Heiwa.
 
Those aren't competent structural analyses.

Provide a full model and calculations. Put up or shut up, Heiwa.

??? My calculations are FULL SCALE where the structure supposed to collapse is represented by one spring with spring constant C = 0.5 GN/m for WTC 1(from beam analysis - just apply a unit load and calculate a unit displacement of the structure). The spring constant C is a very representative factor to calculate how much strain energy any structure can absorb elastically, i.e. before any failures will take place. NIST didn't do this simple calculation as they never did (actually carefully avoided to do) any static structural analysis of the complete tower.

I assume you check C on all the structures you design and analyse. Just add a unit load/force on the top and see what unit displacement you get. It is quite easy.

Reason why Bazant gets a very big spring constant C (about 100 times bigger than me) is that he assumes that the the whole tower structure is rigid (really sick!) except at one floor - the one being crushed. So when Bazant applies a unit load to the structure it deforms only 1/100th compared to my model. Bazant's model just deforms at one floor - that is crushed like an egg as the rest is rigid. My model deforms over 100 floors ... and no egg is crushed! It bounces.

Finally, please polish up your language. You talk like a ... .
 
Finally, please polish up your language. You talk like a ... .

What's wrong with Architect's language? It's fine.

It's your language that's not fine. It even got you an infraction, remember?
 
So you have not seen my calculations (at, e.g. http://heiwaco.tripod.com/nist1.htm ) ? So let me dazzle you into submission...

:words:

Those aren't competent structural analyses.

Provide a full model and calculations. Put up or shut up, Heiwa.

No kidding. I agree. Heiwa: Still waiting to be dazzled. Hint: BS isn't dazzling.

'Nother hint: Any analysis that continues to treat the resistance of the lower segments of the towers monolithically, instead of floor by floor with increasing acceleration and accreting mass is automatically a failure. At some point you have to deal with this. It's been pointed out too many times, so many times that even a complete layman like me understands the necessity for such a treatment.

Any new new forum readers or lurkers seeing this: What I mean by that is when Heiwa does not do a floor-by-floor, segment-by-segment analysis, he intentionally leaves out energy. The correct collapse model is that the sections above where the jets impacted and fires burned fell as a unit onto the first floor below that. That first impact did not slow the collapse enough - indeed, it's impossible to see it with the frame rates internet videos run at - so it kept on accelerating, just not at a rate it would have had it been unimpeded. This is obvious from the fact that it took longer for the entire collapse to finish than what would have happened had there been no resistence from the floors below. Anyway, because it's still accelerating, and because it now has a whole additional floor's mass, when it hits the next floor below, it hits that even stronger. And it is similarly slowed (i.e. not enough to keep it from accelerating even more) but it similarly picks up more mass, so it continues as an even stronger force to the next floor below. And so on, and so forth, this continues until it finally makes an impact with a structure strong enough to stop it: The ground.

Heiwa does not even try to model this. He does not provide any sane rationalization for why the first impact should slow the collapse down enough to negate gravitational acceleration, let alone "bounce" the upper segments. Notice how in all his rationalizations here in this forum and on his site he keeps treating the lower parts of the towers as a whole unit, most likely so he can keep the accelerating and continually growing mass out of the argument. Tricky... and I would have never understood this deception had it not been for posters here in this forum. Anyway, that's a good deal of the reason that our dismissal of Heiwa's work is so summary in the paragraphs above: It's because he's not treating the collapse system correctly. For further insights into the correct collapse model - the one Heiwa refuses to deal with - Dr. Frank Greening has done a treatment, here (and has a followup addendum here). If you want a more basic breakdown, a "just the numbers" summation, former poster Newton's Bit (where has he been lately, BTW? I haven't seen him post in a long time) started a thread on that here, and it contains an extended discussion on the issue by engineering and physicist types in this forum. It summarizes this way:

Kinetic Energy available: 2105MJ

Kinetic Energy gains:
Potential Energy of the Upper Block + 64MJ
Potential Energy of the Lower Stories + 41MJ

Kinetic Energy Losses (including strain rates):
Loss of Kinetic Energy due to Inelastic Collision - 123MJ
Loss of Kinetic Energy due to Mass-With-Spring - 414MJ

Elastic Strain Energy of the Lower Stories - 213MJ
Inelastic Strain Energy of the Lower Story - 171MJ
Elastic Strain Energy of the Upper Block - 71MJ
Inelastic Strain Energy of the Upper Story - 171MJ

Pulverized Concrete - 0MJ

Total Energy Available + 2210 MJ
Total Kinetic Energy Losses - 1163 MJ
Total Energy Balance + 1047 MJ


The result as seen is a total kinetic energy gain after the first impact is 1047MJ. This means that the the collapse of the tower will not be slowed down or stopped and the collapse front will accelerate.

That whole thread started by Newton's Bit is recommended reading for people interested in the question of potential energy available in the towers

Bottom line: Heiwa's rationalizations are simply not that impressive.

Anyway, we're done here. Until he can properly answer Bazant and Zhou - who's work has been peer reviewed and accepted as valid, BTW - Greening, Newton's Bit, and others regarding energetics, as well as MIT, Weidlinger Associates, Exponent Failure Analysis Associates, and Purdue regarding the collapse model, there's simply nothing more to discuss.

Again, I submit myself to corrections by Architect, Dave Rogers, Grizzly Bear, and others active in this thread that I'm not thinking of immediately. Those guys are either architecturally trained or familiar with engineering. I also submit the above to any engineers, physicists, or whomever who's just lurking here and has any expertise they can bring to bear.
 
No kidding. I agree. Heiwa: Still waiting to be dazzled. Hint: BS isn't dazzling.

'Nother hint: Any analysis that continues to treat the resistance of the lower segments of the towers monolithically, instead of floor by floor with increasing acceleration and accreting mass is automatically a failure. At some point you have to deal with this. It's been pointed out too many times, so many times that even a complete layman like me understands the necessity for such a treatment.

Any new new forum readers or lurkers seeing this: What I mean by that is when Heiwa does not do a floor-by-floor, segment-by-segment analysis, he intentionally leaves out energy. The correct collapse model is that the sections above where the jets impacted and fires burned fell as a unit onto the first floor below that. That first impact did not slow the collapse enough - indeed, it's impossible to see it with the frame rates internet videos run at - so it kept on accelerating, just not at a rate it would have had it been unimpeded. This is obvious from the fact that it took longer for the entire collapse to finish than what would have happened had there been no resistence from the floors below. Anyway, because it's still accelerating, and because it now has a whole additional floor's mass, when it hits the next floor below, it hits that even stronger. And it is similarly slowed (i.e. not enough to keep it from accelerating even more) but it similarly picks up more mass, so it continues as an even stronger force to the next floor below. And so on, and so forth, this continues until it finally makes an impact with a structure strong enough to stop it: The ground.

Heiwa does not even try to model this. He does not provide any sane rationalization for why the first impact should slow the collapse down enough to negate gravitational acceleration, let alone "bounce" the upper segments. Notice how in all his rationalizations here in this forum and on his site he keeps treating the lower parts of the towers as a whole unit, most likely so he can keep the accelerating and continually growing mass out of the argument. Tricky... and I would have never understood this deception had it not been for posters here in this forum. Anyway, that's a good deal of the reason that our dismissal of Heiwa's work is so summary in the paragraphs above: It's because he's not treating the collapse system correctly. For further insights into the correct collapse model - the one Heiwa refuses to deal with - Dr. Frank Greening has done a treatment, here (and has a followup addendum here). If you want a more basic breakdown, a "just the numbers" summation, former poster Newton's Bit (where has he been lately, BTW? I haven't seen him post in a long time) started a thread on that here, and it contains an extended discussion on the issue by engineering and physicist types in this forum. It summarizes this way:



That whole thread started by Newton's Bit is recommended reading for people interested in the question of potential energy available in the towers

Bottom line: Heiwa's rationalizations are simply not that impressive.

Anyway, we're done here. Until he can properly answer Bazant and Zhou - who's work has been peer reviewed and accepted as valid, BTW - Greening, Newton's Bit, and others regarding energetics, as well as MIT, Weidlinger Associates, Exponent Failure Analysis Associates, and Purdue regarding the collapse model, there's simply nothing more to discuss.

Again, I submit myself to corrections by Architect, Dave Rogers, Grizzly Bear, and others active in this thread that I'm not thinking of immediately. Those guys are either architecturally trained or familiar with engineering. I also submit the above to any engineers, physicists, or whomever who's just lurking here and has any expertise they can bring to bear.

Still accelerating? It is bouncing in my stuctural analysis calculations. Acceleration comes to a halt! Tell me what is wrong with that!

And do I leave out energy? I was just showing that all applied energy was simply transformed into elastic compression = bounce = no global collapse ensues.

BTW - Frank Greening sent me an e-mail acknowledning there were serious mistakes in his model! One was it didn't allow bouncing. All described in my articles. And Bazant paper peer reviewed? I asked ASCE about it. Sorry - no peer review. Paper just published in ASCE publication without peer review.
 

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