Tony Szamboti
Illuminator
- Joined
- Jun 2, 2007
- Messages
- 4,976
So it can fling steel around and not make massive explosion sounds? Really?
Who mentioned flinging things around? Are you imagining things?
So it can fling steel around and not make massive explosion sounds? Really?
Name calling.
Pathetic.
There is no "vast engineering conspiracy." If you won't submit your papers to an engineering journal, you have no confidence in them or your own abilities. Period.
I don't think you have any room to try and take the high ground here as I can quote many posts of yours where you called me a liar among other things?
I'm not sure what purchase you think you have here.You are a projection artist Mackey. That is one of your ploys so it isn't name calling at all.
I'll tell you what, if you submit your paper to an established engineering journal I'll submit mine.
Just what do you think the retired civil engineering professor was? I'll give you a hint *****, civil engineers are structural engineers. The guy probably forgot more than the likes of you will ever know judging by your nonsensical comments and audacity. I seriously doubt you had three years of engineering courses as you don't seem able to handle the details. I think you are nothing more than an anonymous **********.
Your fascination with the jolt is not necessary to explain the loss of velocity evident from the difference between the 1g acceleration expected from gravity and the approximately 0.7g acceleration actually observed.You fascination with the size of the jolt possible is not relevant. It needed to be whatever was necessary to overcome the resistance below but would produce the same velocity loss as the energy dissipation requirements are the same.
If you smear the deceleration over an arbitrarily large duration, then you no longer have a jolt. What you have instead is an acceleration less than 1g.The only difference due to the magnitude of the deceleration would be the duration.
I'm sorry, Tony, but those two sentences did not fully convince me the WTC towers were brought down by unnatural means.If you don't understand these things there isn't much more to tell you. Right now it would seem you are the one with the circular argument.
From 140 posts ago:I would like to see your calculations rather than just your words. Can you post them?
Thermite leaves a product. Zero thermite products were found on steel after 911. So you delusional silent nano-thermite is a dumb choice and indicative of your missing jolt not-journal material paper.... Nano-thermite is tailorable and can be formulated to minimize sound. ...
You have never submitted anything you have written on 911 to an established engineering journal. By your definition you are irrelevant then.
I am a co-author of Fourteen Points of Agreement with Official Government Reports on the World Trade Center Destruction paper published in the Bentham open civil engineering journal. Oh, I know that is a vanity press. However, when you pressed them to withdraw it they asked you to submit a formal rebuttal to them. Did you ever do that?
.
Do I really have to explain this to you? Seriously, you can't figure out why I haven't submitted a paper on 9/11 mechanics??
The fact is supporting your work would amount to delusional work; not usually published because real journals do not publish junk supporting junk.... I have had first hand knowledge of several papers written by respected engineering people on this issue, which would support my point of view, that have simply been rejected for nonsensical reasons or left to languish by at least one of the better known journals in engineering.
After seeing this I did not even bother to submit my paper to them. ...
The fact that Bazant's papers were published in JEM would not be controversial to that journal since they supported the present official story. ...
It is when one is bucking the official line that controversy is generated and some people shy away from it and don't want to be involved in an initial struggle. It goes with what Mark Twain said In the beginning of a change the patriot is a scarce man, and brave, and hated and scorned. When his cause succeeds, the timid join him, for then it costs nothing to be a patriot.
Mackey can't submit his papers because there's too much politics mixed in with the pseudoscience.
Ah yes, the "vast engineering conspiracy."
(BasqueArch underlines)
<snip>
...
As for details on how a covert demolition could be done I discussed that with you during our debate on Hardfire and have mentioned other possibilities here in the past. You only have what you claim to be a lack of sound as a means to argue against explosives. Nano-thermite is tailorable and can be formulated to minimize sound. The joints could be heat weakened and I told you that Dr. Astaneh mentioned melting at the ends of beams and columns. I also don't think it is out of the realm of possibility the core columns in the upper stories could be taken out in ways similar to what is done in the Verinage Technique.
We're back to "Hush-a-Boom" again.You started out with explosives removing core columns every three floors.
"You only have what you claim to be a lack of sound as a means to argue against explosives."
No sounds = no explosives . I understand, pretty hard to shake that one off, isn't it. Can't math your way out.
Does R. Gage and the others know you now consider explosive CD impossible.
We're back to "Hush-a-Boom" again.
One would think that an ME would understand that a violent, hyper-velocity expansion of ANYTHING is going to make a lot of noise.
Unless "Evacuated the towers" extends to the air inside, of course--a condition rendered difficult by the intrusion of a very large aircraft through the outer envelope...
... I also don't think it is out of the realm of possibility the core columns in the upper stories could be taken out in ways similar to what is done in the Verinage Technique.
It's just that he doesn't realize that they kinda were--only instead of cables and hydraulics, it was vertical structure removal by impact, resultant load path modification, and heat weakening...lost for words
If you actually read the paper you would see that we use the actual yield strength of the columns. That is highly relevant to the forces required and the energy dissipation. We have already done what you ask for here.
Even a fire fighter with no college degree knows that your data about the yield strength of the columns is utterly useless if you calculated only the yield strength with the floors in place.
No floor - MASSIVELY reduced yield strength.
Have I made that comment too complex for you?
There is deceleration. Lots. A near constant 0.3-0.5 g.
And you have a whole pile of unanswered questions before you. Why will you not answer?