alienentity
Illuminator
- Joined
- Feb 21, 2009
- Messages
- 4,325
So anyway. Please explain (or draw, if you prefer) how a gravitational collision will affect the lower body disproportionately to the upper body.
The main physics principles are that the upper block was able to travel about 1 story before major impacts with structure below. This is of course a simplified explanation.
But in any case the upper block gained kinetic energy, a certain percentage of which was used up in breaking connections, buckling columns etc. According to
Bazant and Zhou's early paper (2001), p 7 'So, even under by far the most optimistic assumptions, the plastic deformation can dissipate only a
small part of the kinetic energy acquired by the upper part of building.
When the next buckle with its group of plastic hinges forms, the upper part has alreadytraveled many floors down and has acquired a much higher kinetic energy;'
Translation: Most of the kinetic energy was preserved and added to every time interval of the collapse - so there was relatively little net force being experienced by the structure of the upper block.
As David Chandler measured, the net acceleration of the upper block was approximately 64% of gravity. Normally that upper block experienced a full 1g of force, so this is actually (and somewhat counter-intuitively) less force than normal!! (remember a body in free fall experiences no forces..in a vacuum)
Add to this the simple fact that the mass of the upper block was being transmitted in a downward vector while the mass of the lower block was also doing the same (due to gravity).
The conceptual error truthers make is that (IMO) the larger lower mass was being transmitted upwards! This is of course physically impossible - what is relevant is the amount of energy required to break connections below the falling mass.
Again keep in mind that the structural integrity of the buildings was necessary to maintain their designed load paths (ie keep them from collapsing). As soon as column-to-floor connections were broken, this integrity was also destroyed - for example it wouldn't matter how strong the core columns were if the connections to them didn't exist anymore.
Bazant/Zhou use this equation to calculate the 'elastically calculated overload ratio due to impact of the upper part 'Pdyn/P0 = 1 +√(1 + (2Ch=mg)) ≈ 31
p 4