QUOTE(flyingswan @ Oct 9 2007, 10:27 AM)

Gravity acts downwards, for something to topple it has to have a hinge to topple about. Where exactly would that hinge be?
In your ‘bouncing penthouse’ theory the ‘hinge’ would occur low down at the damaged area - the intact external structure above tilting, with the structure below acting as a pivot. View footage
here for what should occur if a high-rise building is to completely collapse from irregular damage.
QUOTE(flyingswan @ Oct 9 2007, 10:27 AM)

Look at the graphic again. The top charges are the last to go, not several seconds before the rest. What possible CD reason is there to take down the penthouse at that time?
The graphic was to illustrate that demolition/cutting charges are placed toward the top of buildings. Would the building not collapse if some of the higher charges were set off shortly before the lower? Of course it still would. If you put yourself in the position of planning a covert demolition of WTC7, you are not going to do everything conventionally as this would give the game away completely. I dare say even you would figure out the inside job had they carried out a demolition ‘by the book’, flyingswan.
The purpose of the demolition charges at the top of WTC7 was to assist in the weakening of the structure ensuring that, after the main charges are set off closer to ground level, a complete collapse occurs. See
here what can happen if the building is not weakened sufficiently before the base structure is removed.
There was no reason for demolishing the penthouse; its collapse was simply a by-product of the structure weakening local to the top of WTC7. I can imagine the perpetrators of the controlled demolition gulped hard when they saw the penthouse fall.
QUOTE(flyingswan @ Oct 9 2007, 10:27 AM)

The structural engineering community expresses its views in peer-reviewed papers like B&Z. If they read and agree with such a paper, they do not need to do their own calculations. Where is any such paper supporting CD? The one or two structural engineers who dispute the official story have not published any papers to justify their views, and as far as I'm aware, no-one with experience of tall buildings is among them. You are the one with the fringe.
No, B&Z express their views in B&Z. The peer review process is flawed in that if an assumption is admittedly made, the calculations based on that assumption can be correct, therefore no reason to fail the paper. This does not mean the base assumption itself is not absurd, as B&Z aptly demonstrate.
The large majority of structural engineers likely will not even know this paper exists. You see, structural engineers are not god-like entities with superpowers; they are human beings who will believe what they are told to believe as much as the next person, especially with no inclination to look into something they find irrelevant, ie “terrorists did it didn’t they, why do I need to bother looking at the engineering of the collapse?”
Well done for spotting that 9/11 Truthers are a fringe group. Though at least a
growing group, unlike the fringe of government affiliated structural engineers who support the official story.
QUOTE(flyingswan @ Oct 9 2007, 10:27 AM)

If the energy of the falling part goes into the columns, that gives the best chance of stopping a fall. If the most "structurally vital" bits can't stop a fall, what can? If the energy goes into breaking away floors and other secondary structure you will be left with bare columns as the only thing standing. Columns are not designed to stand without their cross-bracing structure, so they will fall too. In the actual collapse there is obviously too much debris to see which option happens, though a large piece of the outer wall did remain standing briefly.
I do not know why you are theorising over one of two options, ie all energy into columns or all energy into other sections, when it is clear that neither happened. In the actual collapse of the Towers if we go by area, most of the energy would impact on the open floor space, a smaller amount would impact on the building cores and some of the mass falling outside of the buildings must be removed from the collapse calculation altogether. But what do B&Z do? They assume “
all the impact forces go into the columns”. That is plain wrong.
Then, despite what B&Z would have us assume, if the Tower columns are
not instantly slammed with more energy than could ever have impacted them, the resistance of the cores, support structure, floor trusses and all their connections will slow the fall, force more of the debris outside the building footprint and halt the collapse completely, far before it reaches ground level.
Of course all of the above, both mine and B&Z’s theories, apply only if the building begins a virtually symmetrical collapse in the first place... which it could do through demolition techniques but not through irregular damage.