That was probably one of the best arguments I have heard in a while.As the joists on one or two of the most heavily burned floors gave way and the outer box columns began to bow outward, the floors above them also fell. The floor below (with its 1,300 t design capacity) could not support the roughly 45,000 t of ten floors (or more) above crashing down on these angle clips. This started the domino effect that caused the buildings to collapse within ten seconds, hitting bottom with an estimated speed of 200 km per hour. If it had been free fall, with no restraint, the collapse would have only taken eight seconds and would have impacted at 300 km/h.1 It has been suggested that it was fortunate that the WTC did not tip over onto other buildings surrounding the area. There are several points that should be made. First, the building is not solid; it is 95 percent air and, hence, can implode onto itself. Second, there is no lateral load, even the impact of a speeding aircraft, which is sufficient to move the center of gravity one hundred feet to the side such that it is not within the base footprint of the structure. Third, given the near free-fall collapse, there was insufficient time for portions to attain significant lateral velocity. To summarize all of these points, a 500,000 t structure has too much inertia to fall in any direction other than nearly straight down.
This is where you make your "mistake". In her model of collapse, each floor is falling independantly, thus each collision is between equal masses. It's ridiculous, I know. I'm tempted to make a MATLAB simulation of her model of the collapse because it would make a pretty picture.
From Maccy's link - http://www.clemsontalk.com/vb/showpost.php?p=531549&postcount=4
That was probably one of the best arguments I have heard in a while.
Maccy mentioned that it would provide a much needed credibility boost if one of the students, a NIST employee, were to begin participating in the forums.
Jeff the Great's expertise and NIST experience would be greatly appreciated if he feels like dropping by.
Very impressive Mr. Ellindsey. I applaud your ingenuity in code.Here is a very simple Python script I put together to model the fall with inelastic collisions. This script treats each floor as an independant object and assumes all floors are equal mass. It assumes all collisions are perfectly inelastic, and that the mass of each floor is added to the mass of the falling debris block. I did put in a term to simulate some mass being lost to the sides with each floor.
You shouldn't have to. NIST does not support the "pancake theory" as a means for destroying the support for each floor. See question 2 on the NIST FAQ.This script does not factor in deceleration due to the energy it would take to overcome the structure of the building. I'm not sure how to best add that.
By accounting, at least in some part, for the momentum reactions at each floor, you've done far more than she has. Billiard balls = reinforced concrete flooring? I don't think so.I don't claim that this script is particuarily accurate, but I do believe it to be a much more accurate calculation than Judy Wood's.
This part particularly impressed me. The NIST report notes that parts of the interior columns and the core of the building are known to have stood 15 to 25 seconds after collapse initiation.With the assumptions made in the code, I get a total collapse time of 15.7 seconds, which does appear to be close to what we see on the videos.
Actually the concrete floors were lightweight, and not reinforced.By accounting, at least in some part, for the momentum reactions at each floor, you've done far more than she has. Billiard balls = reinforced concrete flooring? I don't think so.
I agree, you clearly did not mean to imply this. I apologize for the misunderstanding and for my poor choice of words.I don't think this forum requires "a much needed credibility boost" - I'm sure as you look around you'll agree - and it wasn't my intention to give that impression.
This is rather unfortunate. Federal government employees are specifically barred from using their positions in any official capacity. Unless they're in a public relations job, they cannot comment publicly on the validity or naure of any research they are not directly involved with. This is pretty much the same in industry, though industry seems more tight lipped these days.I thought that "Jeff the Great" would add to the forum partly because of his expertise as an engineer (which I took to contributing to the quality of his posts on your board) and also because his experience in working for NIST would give an interesting perspective on the evidence.
The evidence is at heart all that matters - but perspective and good communication can help to get it across.
Actually the concrete floors were lightweight, and not reinforced.
I do hope that jeff takes you up on the invite.... having someone from NIST posting on here will do wonders for our credibility with the 'troofers'...ermmmmm...ummmmmm ....wellllll maybe not....but who cares?
vash said:Bush was warned about Al Queida and didn't want to be bothered....
All right dudes!!!king said:... Learn to spell Al Queda correctly and then we can continue this conversation.

Have you ever taken a physics class?
It is pretty cool to have a guy from the NIST posting here, welcome to the forum, Jeff the Great / Almond. I look forward to putting your structural jargon into layman's terms while you correct me on the various technical details of how the structure actually works. (Isn't that what architects and engineers usually do?)
Er, sorry, but I've never seen either of those spellings.Here's something from that ClemsonTalk thread:
All right dudes!!!
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