Bazant is a serious researcher. You are an incompetent fraud.
Each of the explanations is merely an attempt to explain how the buildings could have collapsed.(i.e. the planes hit the towers and I need to find some explanation for how these buildings came down) These explanations do not explain what actually did happen to the towers. For that to occur each collapse model would have to be able to explain the behavior of the towers after initiation.
It might be helpful for a moment to pause and ask the debunkers what they agree with regarding the collapse of WTC1 and 2. The goal of the official explanations is to explain how the impact of the planes and the subsequent fires caused the towers to be destroyed. So they have offered various scenarios/theories to explain this. How did the structural damage and fires lead to each tower's demise? Maybe the initiating event was truss failure. The trusses broke free from the perimeter columns and the floors pancaked down on each other. Or maybe it was column failure. The columns buckled/snapped and the upper block crushed the lower block in a pile-driver like effect.
Each of the explanations is merely an attempt to explain how the buildings could have collapsed.(i.e. the planes hit the towers and I need to find some explanation for how these buildings came down) These explanations do not explain what actually did happen to the towers. For that to occur each collapse model would have to be able to explain the behavior of the towers after initiation.
Was the pancake collapse theory based on empirical evidence or was it just a made-up explanation to justify the official story? It would seem to be the latter. As S. Shyam Sunder stated, "When you did it previously, you showed that the floors actually pancaked, and we did not see any evidence of pancaking in the videos or photographs we have." This is why the NOVA documentary showed computer animation of the floors pancaking instead of actual video tape evidence.
So what about the current pile-driver explanation that is premised on column failure? NIST believes inward bowing of the perimeter columns initiated the collapse. But according to Shyam Sunder the columns would have had to snap. As he stated, "Suddenly the columns snapped, and, as a result, the entire top of the building came down, pretty much in freefall, because kinetic energy that was unleashed was just huge."
However in the documentary, Building on Ground Zero, when they show the columns snapping they once again use computer animation instead of actual video/photographic evidence. Why?
Here you can watch an excerpt
What about the 3.7 meter fall of the upper block onto the lower block? Was this something that Bazant/Greening used in their model because it was actually observed or is it merely a hypothetical assumption they made up?
What about the crush-down/crush-up hypothesis? Is their actual evidence that this occurred or is this just another assumption used to support their pre-existing conclusion?
In other words, how many of the assumptions can be supported by the evidence?
A. They are steel structures where the primary loads are carried by primary members.
B. Momentum and energy are transmitted. Upper blocks are driven by gravity, ships are driven by thrust of a propeller.
C. Correct - but the acceleration took place prior to the collision. We are looking at what happens afterwards. And we start with the instance of contact where only mass and velocity count.
D. After initiation the columns are assumed disconnected and misaligned, i.e. no upper columns put any load on any lower columns. Any load from above must pass through the floors that evidently fails. After arrest evidently all the load from above pass through the locally failed parts (floors) and contact points of entangled floors (the arrest zone) and will be transmitted to the intact columns below as before initiation. Evidently there will be lateral forces applied on the columns in the arrest zone, but these columns are not subject to compression any more. I assume the lateral forces will be resisted by the spandrels. A complete structural damage analysis will confirm this.
E. I have summarized Bazant's paper in my article + provided a link to Bazant's paper. Read it.
F. My 4 column model test is just to show that four columns under compression do not fail heated to 500°C.
G. As shown in my article there is no pancaking structure. Only partially failed floors in the arrest zone; the floors are damaged by the columns, but still held at one edge like a hinge. Air jets are not possible. Actually, the local failures I expect would not produce any rubble at all.
Thanks for your interest in my articles.
Re your other comments I think they are correctly described in the article without further comments.
What's wrong with a thermometer? Mentioned in the model test description. Pls read!
Heiwa - have you conducted this experiment yourself? Yes or no.
For a fall through the height of the critical story,
impeded by the inelastic buckling of heated columns in that story, elementary calculation showed that
v0 = 8.02 m/s for the North Tower and 8.50 m/s for the South Tower.
The solution of Eqs. (1) and (2) yields the following velocities after impact: v1 = 6.01 or 6.36 m/s,
v2 = 4.92 or 5.16 m/s, and vcu = 2.17 or 2.22 m/s for the North or South Tower. These data represent
the initial values for the differential equations of motion of the upper part C and of the compacted
layer B
Why would they do that? It is no more energy released than a friendly BBQ. And nothing really happens. That's the whole objective of the test. Very safe. The NYFB knew that on 9/11. No real risk that the WTCs would collapse due to fires/heat. Just local failures. Small ones.
Only below the 7th floor (if I recall correctly) in the vertical plane, not diagonal between columns.
Observed, duh.
Heiwa, your site says that Bazant and Seffen assume a free fall collapse for the first few moments. This is only true for Bazant and Zhou(2002).
Seffen, and Bazant's more recent models, do not include even one fraction of a second of free fall. Both models include an upward force* corresponding to column resistance. This force is never zero, even after the column has buckled, in other words, lost stability and load bearing capacity.
Collapse need not initiated by removal of supports, but rather loss of stability of one floor, so again, there is a non zero force acting against gravity at all times. Why, then, would you say that they assume free fall?
Bazant has also clarified this explicitly in a discussion of his paper, which was briefly discussed in this thread. hopefully the link on Bazant's website is working by now.
from the paper:
ETA:
Also note Seffen equation 14, this gives the initial velocity for the crush front and also serves as an initial condition for the differential equation.
*For a derivation of column's resistive force as a function of shortening, see bazant and zhou appendix 3.
Picture of the WTC under construction and the new truther thinking the base of the construcion cranes are part of the permanent structure coming in 3,2,1...
So I think we can safely assume by this time that Heiwa has not done the experiment, never will do the experiment, and hasn't the faintest idea of what he's talking about.
Which means that everything else he says can also be taken with a pinch of salt.
Bananaman.
And no, pussycat, I'm not referring to the structure supporting the cranes.
The two photos you posted appear to show exactly this.
The photos show some diagonal bracing of the core structure seperate from the crane supporting structure.
in this picture, for example I can see six diagonal braces:
.........whatreallyhappened.com/IMAGES/wtc1_core.jpg
Perhaps they were helping to support the cranes and later removed. Do you have evidence that they were?
Building the test tower is not that easy, you need a good welder and a workshop.
Once i had the plates cut out and the edges ground to shape, I would place the bottom plate on the ground under the workshop crane. I would then place the 4 plates on the edges and tack them together.
Next step is to locate the ships welder and get him to make the full weld, he has better chances of getting it waterproof than me.
I would need to weld some eyes on to turn it over again, and weld the legs on.
The legs would be very close to vertical, if the angle is off you try again.
We usually dimention steel work onboard by adding a factor 1,5 for possible errors in workmanship, and a factor 10 for ignorance of structoral engineering
It normaly ammounts to looking at what was made from the yard and then add a bit.
Does anybody know if this contraption has any relevance to wtc1&2 ?
To me it looks unlikely, why 75cm and not 4m?
Thanks for that.
But I think the relationship to WTC1+2 lurks somewhere in the darker recesses of Heiwa's deluded brain.