AZCat
Graduate Poster
- Joined
- Feb 6, 2007
- Messages
- 1,672
Unfortunately, for you the Verinage demolitions refute what you are saying. They all show large decelerations which has been observed everytime someone measures their falls. The Verinage demolitions need the dynamic load caused by the deceleration of the upper section in order to continue their collapse.
The lack of a jolt in WTC 1 proves there was no dynamic load and there is no other natural way for the building to collapse with the large reserve strength in the columns below. The tilt does not explain it as even separate impacts would show a deceleration and there is no chance all of the columns missed each other.
I think those of you who claim to believe these buildings could have collapsed naturally without a deceleration are playing games. There isn't a chance that could of happened and all of your posturing won't change that reality.
This discussion would go a lot more smoothly if you used the same language as every other engineer. Examples of your terminology disconnect are the use of "deceleration" in previous posts, and the phrase "dynamic load" in the one referenced here. I know how the rest of us would define dynamic load, but it seems you are using some other definition (based on context). Can you explicitly define this term so I (and the others here) know what you mean?
