Please describe the test?
Certainly.
In consideration of the two hypotheses, we have a number of observations and experiments. I will select a few of them though there may be others as well. The observations and experiments are as follows:
- Observations of bowing perimeter columns -- location, duration, and magnitude -- indicative of either inward pull or progression towards buckling through gravity loads if unrestrained
- Estimated strength and strength vs. temperature of floor to perimeter wall connections
- Observations of the perimeter-floor connection failure modes for recovered perimeter sections on the impact floors but not themselves impacted
- Visible evidence of the floor structure condition and location as the fires progressed
- Thermal simulation of the floor responses to the fires
1: Simulations demonstrated that the gravity-driven buckling mode of the perimeter columns was not expected to produce the amount of bowing seen, even with lateral restraint removed. In contrast, simulations with moderate (5 kip) amounts of inward pull easily replicated the bowing in both location and magnitude.
2: Simulations and material component testing of the truss structures verified that their connections could easily support 5 kip or much more lateral force before these connections would be expected to fail, even at elevated temperatures.
3: Recovered perimeter sections displayed deformation of the connection tabs rather than bolt shear or bolt hole pullout, reinforcing the contention that floors remained attached even after the floors themselves experienced deformation.
4: Photographs show "hanging objects," either floors or materials attached to them, grossly deformed out of their original positions but nonetheless still attached. This further reinforces the contention that floors did not pull free prior to collapse, even those which had suffered heavy damage and in the thick of the fires.
5: Fire modeling applied to single floors demonstrated the likelihood for such large deformations while still not exceeding the limits of the connections in nearly all locations. Simplified and applied to the global model, the model demonstrated that the "pull-in" theory was reasonable. NIST was admittedly unable to predict the actual magnitude of pulling forces owing to uncertainties, but the magnitude required is credible. See also the Arup results presented to NIST in September 2005.
All five of these observations support the NIST theory, and are difficult to reconcile with the "pancake theory." Had these observations been otherwise -- pull-in forces not credible or exceeding the expected strength of connections, different failure modes present in recovered debris, failure of thermal or structural modeling to concur, etc. -- then either the "pancake model" or neither one would be acceptable.
Very simple.
Point 2 does not apply. I'm still waiting for you to acknowledge this.
If you're talking about (a) the falsifiability of the NIST hypothesis and/or (b) its comparison to the "pancake theory," then you're wrong. If you're not, I have no idea what you're talking about. Going to be a long wait.