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Originally posted by plube
If we say that there is a direct axial column to column impact as you state
what would you say?.
Originally posted by plube
the Observed of what occured does not suppoort it
is it the best case against collapse....it would be the case for resisting the collapse
but since you do not want to hear the details...simple answer....the whole collapse should have been arrested
if the upper block shifted to the side due to tilt and was not a direct axial column to column.
as if you look a the Bazant paper that is what they are stating
they are not stating at all a direct column to column collapse....they are stating failures in certain columns and in certain areas that all of a suddenly leads to a complete failure of at least one entire floor to allow enough force from the upper block to impart a force on the next floor down to start a global collapse
take your leading question somewhere else to try to fool somebody else.[
Originally posted by plube
Also just to point out the section you quoted was already shown to be out by a factor of ten....so the releavance of the section you want me to anser on is already MUTE is that clear enough for you
Originally posted by plube
now tell me whom has their head in the sand
Newton’s third law states that all forces occur in pairs and
these two forces are equal in magnitude and opposite in direction.
In other words, for every action force, there is an equal and op-
posite reaction force. Applying Newton’s third law to the collapse
of the Twin Towers, it is clear that the downward force imposed
on Part B by the upper Part C generates an equal but opposite
upward force. It logically follows that if the downward force gen-
erated when Part C impacts Part B is destructive, then the equal
and opposite upward force generated in accordance with New-
ton’s third law will be destructive. Instead of embracing this basic
law of physics, the paper treats Part C as a rigid body during the
crush-down phase, then allows Part C to start deforming only at
the start of the crush-up phase:
After the lower crushing front hits the ground, the upper
crushing front of the compacted zone can begin propagat-
ing into the falling upper part C of the tower . . . This
will be called the crush-up phase . . . p. 313 of the paper
In this discussion, we assert that the crushing front will propa-
gate deep into the falling Part C long before the crushing front
hits the ground, so that the upper Part C does not remain a rigid
body as it crushes the lower part of the Tower. Thus, all the
paper’s differential equations and integrals are questionable be-
cause they fail to comport with Newton’s third law as applies to
the fundamental physical realities of each building.
Originally posted by plube
wow.calling people dumb are we
Originally posted by -PLB-
you even claim you can prove it with simple physics. Problem is, you nowhere do this.
Even the paper you linked does not conclude that collapse arrests.
So we have the word of someone that uses paint cans as model and thinks you can use average speed as impact speed of the debris
Do you understand why you are not convincing? Do you know what you should do to become convincing? Why should I accept anything you say at face value?
Originally posted by plube
but i want to ask you something that no one from the Believers side ever wants to discuss....what is happening to the central core as all this is happening....will you come back with an answer....we will see.
Originally posted by Joey Canoli
In Bazants model, the core columns would be buckling due to the axial impacts.
But in real life, that didn't happen.