Bump, since it seems to be a hot topic. And to remind latecomers that the discussion has been going on here for a long time.
After some reflection on this matter, and given the ongoing tail-chasing discussions at JREF, I'm inclined to believe my reaction to suggested mechanisms has been skewed by my perception that they are somewhat pedantic. Not grossly so, but it is fairly easy to come up with gravity driven systems where some component accelerates at greater than free fall, the real issue is concretely applying any of these mechanisms to the remaining structure of WTC7 and its dynamic state.
Honestly, the most in-depth discussion of this topic of which I'm aware is
my own post here in this thread, written about a year ago. The thread started at the end of November 2008, and Dr. G was the first to notice that the NIST interpolation indicated a period of over-g.
For those of you showing up late, the acceleration of WTC7 was one of the first topics examined in detail in this forum, and the discussions continued off and on for over 3 years. There is no place where more attention has been paid to the details of extracting motion data from Bldg 7.
Measurements aren't the whole story.
This simple planar mass-spring model, as crude as it is, represents the most intensive effort to produce a computational result from an idealized
elastic model I've seen. The scale is 1:1 with the top 14 stories; the most significant kinematical deficiency is obviously being in 2D, but this result would hold for an axis of symmetry directed orthogonally through the plane. There are other deficiencies I won't bother with here but should be evident to anyone with some experience in simulation.
It is a bounding case in that it is:
- fully elastic
- no connection breakage
- no damping
- empty space below at t > t
0 + 0.5
Due to having no elastic limit, it is effectively a hell of a lot stronger than B7 ever could be (it can rest with the entire mass supported on the endpoints, which would clearly result in immediate and total structural failure in the real building).
Being a scale model of an extreme bounding case, this model very roughly captures
the maximum possible elastic response for structures in this class. The dynamics indeed reproduce very closely the observed descent characteristics claimed for B7, namely about 2.5 seconds of over g.
Hmm, what a coincidence!And maybe it is just a coincidence. I'm hesitant to put too much stock into it but, after seeing how eagerly all manners of people at JREF have jumped onto the "it's basic physics" bandwagon, I think it's quite appropriate to cite a scale simulation as long as others think they can shoot from the hip.
What does this model have to say about the elastic response theory of over-g in WTC7? In a couple of words,
fat chance.
Structures which are homomorphic to this model require seemingly impossible elastic/ductile response to produce this dynamic effect. By comparison to the cheap analogies and vague seat of the pants reasoning employed daily everywhere this topic is discussed, this model is the
authoritative death knell for the elastic response theory.