I stand corrected. I apologize.
I accept everything about the official hypothesis/account/report/findings/etc, except the collapses of the twin towers.
This doesn't mean I accept the alternative by default.
It may be more likely that I just don't understand the physics of the failure.
That is why I am here, and not 9-11 blogger or LC blog site.
This blog is filled with lots of experts that can explain it to me.
If I continue to ask questions, it is because I still don't understand.
In the beginning of this post I had problems understanding how a progressive collapse could actually accelerate. Many people here helped me out and now I understand.
Now my next question is how the core plays into the progressive collapse.
Is this the wrong blog for me to ask such questions?
I'll try again. First the core is more succeptible to gravitational forces (and impact during collapse) because it is weaker that the exterior wall structure.
Most of the models assume that all of the impact forces go into the columns (core and exterior wall vertical members) and are distributed evenly among them because that is the most optimistic for survival of the structure. In other words, if you can shown failure with uniform distribution, then the building will fail under any other distribution. (See Bazant's simple analysis.)
When we talk about a chaotic system, that fits under the category of "any other distribution". One way of visualising this is to consider just the upper core colliding with the lower core in two cases.
1. columns impacting unevenly - as was observed, tops of the building tilted which means that the columns could not impact evenly. If the upper columns
still impacted the lower columns, bending forces would be added to compressive forces at least in the upper part. This combination is much more effective at failing the columns than only compressive forces.
2. columns missing each other entirely - this case is most likely due to displacement of the upper core caused by tilting. Now you have horizontal members impacting horizontal members. With the forces involved, these will break easily and the upper part will continue downward. After a few of these impacts, the core columns will no longer be shored (have horizontal support from beams) and are much more succeptible to buckling. Since most core columns were recovered intact (broken at the welded joints) in three floor sections, this is most likely how they failed.
As the collapse continues, this gets more chaotic and is difficult to visualize. Nonetheless, case 1 and 2 require less energy to fail the core than Bazant's assumption above.
Using Bazant's assumption:
Every column in the upper part hits the column below it in the lower part. If most the columns in the lower part fail, global collapse will ensue. One issue not usually mentioned by JREFers is that the upper columns probably failed first which makes the calculations very messy with the possible outcome of only a partial collapse. My opinion is that until we do the messy calculations, we will not know.