All the steel was forensically examined and catalogued prior to NIST getting it. This is confirmed by Brent Blanchard.
Brent Blanchard the CD expert?
...
Nothing can be proved about the Towers' physical behaviour during their apparently explosive disintegration.
...
You are assuming that am claiming that the Towers cores comprised of braced frames. I'm not. I was responding to a poster who asserted that all there were no diagonals in the core whereas the photos I posted do show some diagonal bracing. The is nothing in the NIST report that I can find explaining the function of these components.
That's an interesting remark,["Nothing can be proved about the Towers' physical behaviour during their apparently explosive disintegration."] and a bit of a Trojan Horse perhaps?
What do you mean exactly?
Certainly Here you go.
If you have a problem with his claims then please take it up with him and not me.
http://www.jod911.com/WTC%20COLLAPSE%20STUDY%20BBlanchard%208-8-06.pdf
Diagonals in the vertical direction are called braced frames. They will absorb lateral load even if you don't want them to. And then yield and break.
They are there for construction purposes or that picture is below the 7th floor in which there actually are braced frames.
It is stated in the NIST report why there is a scarcity: the steel in the areas of interest no longer had their identifying markings on them. Without those markings it is imopossible to determine where exactly it came from.It is interesting that he doesn't explore why there is a scarcity of physical evidence.
Oh good! Maybe you'll be the first truther ever to calculate how much explosives would be necessary to do what you claim was done. Then explain why there were no audible explosions consistent with such powerful explosives.I describe the towers' "collapse" as "apparently explosive disintegration" because it better describes their depicted transformation into very fine dust and broken steel in mid air, much of it hurled horizontally at high speeds.
It's astounding that a self-proclaimed researcher could be so astonishingly ignorant of the construction of the towers.If you have the time and inclination, please indicate on what information you base your assertion that braced frames were only used below the 7th floor? I have been unable to find any information about it.
Many thanks for the link. It is the article with which I was already familiar. Nothing in the article supports your claim that "All the steel was forensically examined and catalogued prior to NIST getting it."
Here is a description of what actually happened to the steel, a lot of which had already been exported before vaguely systematic examination by volunteers began in November:
'WTC Steel Date Collection':
http://911research.wtc7.net/mirrors/guardian2/wtc/WTC_apndxD.htm
I describe the towers' "collapse" as "apparently explosive disintegration" because it better describes their depicted transformation into very fine dust and broken steel in mid air, much of it hurled horizontally at high speeds.
Diagonals in the vertical direction are called braced frames. They will absorb lateral load even if you don't want them to. And then yield and break.
They are there for construction purposes or that picture is below the 7th floor in which there actually are braced frames.
Point of order, I'm sure you are also aware of the diagonals on the mechanical and lobby floors, also the hat truss, and not just in the core below Floor 7. But the overwhelming majority of floors had no diagonal bracing.
We've gone over this here, what, a thousand times?![]()
I use "free fall" only describing the upper block alleged drop or vertical displacement due to alleged simultaneous local failures of the columns prior to "impact" and any destruction of the lower structure.
To clarify I have added a little note in the paper.
However, it doesn't matter if the displacement of the upper block is "free fall" or something else at initiation. As soon as contact takes place, destruction of the upper block would start absorbing strain energy and waste energy as friction. The whole interface between the upper block structure and the lower structure changes ... and you have to analyse that!
Not just say, like NIST, that sufficient energy could not be absorbed due to lack of strain energy in the structure ignoring friction, or, like Bazant and Seffen, that the upper block does not absorb any energy of any kind.
Evidently the upper block would start to fail at contact and the local destruction of the lower structure would soon be arrested, which I hope you agree to? That's the essential message in my papers.
thanks, confusion seems to spread quickly without clarity.
yea, you keep talking about friction, but in order for friction to work well to arrest motion it has to act over a longer time interval than the fraction of seconds these impacts were occurring in.
Consider a car traveling vary fast, the brakes use friction to stop it, but even with the best brakes, the friction force has to act over a noticeable time interval.
Have you actually crunched the numbers on a the magnitude of friction forces?
both will be damaged but the force in each is not equal once the layer of rubble develops between the upper and lower section. Bazant has shown this in the discussion I linked
When this happens, you can determine the force going into the upper block by considering all of the forces on the rubble layer. There is:
Fc corresponding to column resistance in the lower section, acting upward, the magnitude of this is known
Mg corresponding to the mass of rubble layer times acceleration due to gravity, also known using bazants model. Acting downward obviously
Mawhich is the mass of the rubble layer times the average acceleration of the rubble layer. This force must be added in order for the free body diagram to make sense in the accelerating reference frame. This force acts upward since the inertia force always acts opposite to motion. For more see D'alembert's force or D'alembert's principle. This is also known since both values can be calculated using bazant's equations
Fc' finally there is a force of unknown magnitude acting downward(that is, pressing into the rubble layer, see B&V fig 2 for more)
all of these forces have to be in (dynamic) equilibrium, so:
Fc' + Mg - Ma - Fc = 0 (down is positive)
or
Fc' = Fc + M(a-g)
you can note that a will never be greater than g, and will always be less than g by some amount due to column resistance and momentum transfer, so M(a-g) will always be a negative number and Fc' < Fc*
note that as the mass grows, Fc' gets even smaller compared to Fc. Furthermore, a, has been shown to be higher at the beginning of collapse, so as a decreases, Fc' gets smaller as well.
*Bazant takes the algebra one step further and writes Fc' = Fc - M(g -a) to make this more obvious.
Gravity does not produce a rubble layer so it cannot accelerate. Rubble layer is the latest Bazant invention. A bubble! See my article - no rubble layers in any figures. Just locally damaged parts rubbing against each other = friction.
Bazant still ignores friction in all his equations.
Friction starts immediately and is then always active, when two parts are in contact, e.g. brake pads against the brake disc. No rubble is produced - just very small amounts of dust from pads/disc. You are 100% right that the car movement takes some time to be arrested.
Same goes for the WTC1 upper block. But there more and more break pads are activated when parts are locally failing, so the friction increases rapidly.
When the upper block destroys a section of tower, some fraction of destroyed tower(rubble) remains in the tower while some fraction is ejected causing the observed dust cloud(which is why you can't see a rubble layer, I thought this would be obvious)
This layer is repeatedly compacted as it grows. Note that there are reports of numerous floors compressed into 8 ft IIRC. The meyerowitz photo collection also shows stacked floors. So there is physical evidence of floors impacting each other, which lends support to the notion of rubble layer as the floors pile up.
I really am not sure what you are getting at with the whole friction bit. Forgive me if I have mistaken your meaning, but are you proposing that the debris will behave something like a soil with particle to particle friction being the source of strength?
Brent Blanchard the CD expert?