Seems? Evidently when two bodies (structures) A and B come in contact, the force F of body A on the other body B, produces an opposite reaction force, Fo of body B on body A. Google on Isaac Newton for more info. F = Fo = equilibrium.
Depending on the properties of A and B, F may damage or deform B or Fo may damage or deform A. There are plenty of possibilities but quite easy to analyse what happens after this initiation contact.
After each damage or deformation of A or B you have to redo the analysis, step by step, to see what happens then with the forces involved. Luckily there is always equilibrium to simplify the analysis. Normally some of the new forces that develop after initiation contact produce friction forces, so you have to include those in a complete analysis.
NIST and Bazant suggest without any evidence that A destroys B. NIST suggests that B lacks strain energy to absorb the energy transmitted by A to B without any calculations to back up the suggestion. Bazant suggests that A crushes down B, while A remain intact. Neither has heard about friction!
It seems neither NIST nor Bazant has any knowledge of structural damage analysis (like many participants on this thread). Reason is that very few universities teach the subject. Bazant has written 400+ scientific papers but none about structural damage analysis. He has still a lot to learn.
I on the other hand that have investigated and analysed 100's of steel structural damages due to contacts (ship collisions - also groundings and ships colliding with quays and fixed objects) have some experience. Structural damages occur every day so it is not a new phenomenom! On the contrary.
Some 13 (?) years ago some Japanese made a complete damage analysis of a serious contact A against B using Finite Element Models + plenty of computer capacity. The destructions followed the A+B contact would in reality take 5 seconds, but the analysis split this events in 5000+ sub-events (how the further damages developed and were arrested) and it took the computers three weeks to do the full analysis.
When the analysis was done they actually arranged a real A + B contact and found good agreement between theoretical analysis and the real thing.
Interesting stuff. I wrote a positive review about that project in a serious English engineering monthly journal published by the Royal Institute of Naval Architects in London.
And you can do calculations to back this...assertion up?
1. the core was not hollow and the majority of the mass of the buildings was the steel....
not really hollow, isnt it?
ok its not the majority, around 100 000 tons per tower and one tower weighed around 300 000 tons.
[qimg]http://911research.wtc7.net/mirrors/guardian2/sixty-state-street/wtc-core.gif[/qimg]
not really hollow, isnt it?
I gather you were referring to the columns themselves being uniformly solid in cross section? Regardless that assumption is false, neither the columns nor the core as an assembly were 'solid'
You can get a better sense of the column cross sections by observing this image: LINK
Good day...
You see those X's, those are penetrations in the floor slab.
would you say the WTC Cores was hollow?
would you say the WTC Cores was hollow?
Is it really relevant? I would say 'partially hollow' is obviously the best description, but I would suspect by area and volume they were more than 50% empty space.
Picking over the semantics of what is said is irrelevant, people often misspeak and often do not say exactly what they are thinking.considering that the floors, has even more than 50% hollow, i would say it is very missleading to say the core was hollow.
I am afraid I don't understand what you're saying here.Dictator Cheney said:but once again, when it is a conspiracy-denier then its ok to tell such vague and missleading stuff.
considering that the floors, has even more than 50% hollow, i would say it is very missleading to say the core was hollow.
but once again, when it is a conspiracy-denier then its ok to tell such vague and missleading stuff.
While I have no intention of putting words into e^n's mouth and he is free to correct me if I have misinterpreted him, but the way I understand his 50% area is that more then 50% of the core flooring was empty space. It's also quite obvious that there was vastly more than 50% of the core volume that was empty space.
What area of the floor sections was empty space?
in the core you have a good number of walls, rooms, doors, floors, stairs.
on the floor there was no walls other than the outer perimeters and the walls that surounded the NOT hollow core.
a huge very huge free space without walls or columns. that was so special about the design.
oh radicalism hits us.
hollow or solid
with us or againt us.
nothing between...
Yes DC, with all those stairwells and elevators, there is a lot of floor penetration in the core.
Whereas the floor outside the core is uninterrupted.
Is that what you are trying to say?