ElMondoHummus
0.25 short of being half-witted
Seeing as not a single one of them can understand this post, I doubt they even understand your question.
No joke; see femr2 as an example.
Seeing as not a single one of them can understand this post, I doubt they even understand your question.
You seem to have a problem with the meaning of the word *theory*.Nowhere in that post did you state that you considered it hypothetical or "potential".
Bug him ? No. Quite sure he won't mind me asking him about it though. He's an affable fellow.You still want to bug him about something he's been clear about?
There's a bit of discussion with him *back home* on the topic. David Benson too. Some of that directly with Major Tom. Which makes much of the JREF locals statements look a bit silly really. MT's observations about intent are partly through direct communication with those involved in writing the papers themselves. Am sure Dr. G. would give you his opinion, but, oh, JREF banned him, didn't theyWhy don't you ask Dr. Greening about Bazant instead, given that he's actually collaborated with him?
You seem to have a problem with the meaning of the word *theory*.
Bug him ? No. Quite sure he won't mind me asking him about it though. He's an affable fellow.
There's a bit of discussion with him *back home* on the topic. David Benson too. Some of that directly with Major Tom. Which makes much of the JREF locals statements look a bit silly really. MT's observations about intent are partly through direct communication with those involved in writing the papers themselves. Am sure Dr. G. would give you his opinion, but, oh, JREF banned him, didn't theyI'll maybe have a chat with him soon, but there's no doubt about the scope of Bazant et al in my opinion. You lot see clear definition of that scope as criticism, and that's just funny.
It is not the papers themselves that rule out a controlled demolition; it is the facts, mathematics, and logic presented therein. If the papers did not exist, the laws of physics, the characteristics of the buildings, and the logical and mathematical implications of these would all be unchanged.
Also, the phrase "rule out" might be a bit misleading to some, who might read it as "rule out any possibility of" when it really means "rule out any need to consider as a hypothesis."
So, to clarify:
Bazant's papers (or rather, the reasoning contained therein) rule out any need to consider controlled demolition as a hypothesis (that is, a hypothesis that could overturn existing theory).
Do Bazant's papers present facts, mathematics and logic that rule out any need to consider a CD hypothesis for collapse initiation?
Am sure Dr. G. would give you his opinion, but, oh, JREF banned him, didn't they![]()
What, if any, reason would Bazant et al have to consider a CD hypothesis?
Several of those could be caused by a fully natural collapse, so I don't really see why they are reasonable justification for exclusion of anything.
Well, he went to a lot of trouble to rule out a CD hypothesis for global collapse.
I think he is correct about collapse initiation and it doesn't take a genius to see it.
But now, some posters treat this idea of minimal explosives to initiate collapse while letting nature do most of the rest of the work as if it is a new idea presented by me in 2010.
It seems obvious to both Dave and myself that collapse initiation is the place to look. This was probably pretty obvious year ago. I remember Max Photon saying the same thing on this forum a few years ago.
The amount of explosive energy needed is exactly equal to the amount of Godzilla energy, the amount of sharks-with-lasers energy, and the amount of nuclear energy.Major_Tom said:I'm sure you can agree that estimates of the amount of explosives needed cannot be answered unless you know where the core column (CC) connections are and how they are connected.
Do you have any way to prove that ?
(I've seen too many of your rambling and repetative posts to have any respect for your opinion. OCD if you ask me.)
I'm sure you can agree that estimates of the amount of explosives needed cannot be answered unless you know where the core column (CC) connections are and how they are connected.
what was to be gained other than greatly increasing the chances of being found out?
Table 5–1. Summary of main events that led to the collapse of WTC 1.
Event Number........ Event
1 .......................Aircraft impact
2 .......................Unloading of core
3 .......................Sagging of floors and floor/wall disconnections
4........................Bowing of the south wall
5 .......................Buckling of south wall and collapse initiation
Bowing of South Wall
The exterior columns on the south wall bowed inward as they were subjected to high temperatures, pull-in forces from the floors beginning at 80 min, and additional gravity loads redistributed from the core. Figure 5–6 shows the observed and the estimated inward bowing of the south wall at 97 min after impact (10:23 a.m.). Since no bowing was observed on the south wall at 69 min (9:55 a.m.), as shown in Table 5–2, it is estimated that the south wall began to bow inward at around 80 min when the floors on the south side began to substantially sag. The inward bowing of the south wall increased with time due to
continuing floor sagging and increased temperatures on the south wall as shown in Figs. 4–42 and 5–7. At 97 min (10:23 a.m.), the maximum bowing observed was about 55 in. (see Fig. 5–6).
Buckling of South Wall and Collapse Initiation
With continuously increased bowing, as more columns buckled, the entire width of the south wall buckled inward. Instability started at the center of the south wall and rapidly progressed horizontally toward the sides. As a result of the buckling of the south wall, the south wall significantly unloaded (Fig. 5–3),
redistributing its load to the softened core through the hat truss and to the south side of the east and west walls through the spandrels. The onset of this load redistribution can be found in the total column loads in the WTC 1 global model at 100 min in the bottom line of Table 5–3. At 100 min, the north, east, and
west walls at Floor 98 carried about 7 percent, 35 percent, and 30 percent more gravity loads than the state after impact, and the south wall and the core carried about 7 percent and 20 percent less loads, respectively. The section of the building above the impact zone tilted to the south (observed at about 8°,
Table 5–2) as column instability progressed rapidly from the south wall along the adjacent east and west walls (see Fig. 5–8), resulting in increased gravity load on the core columns. The release of potential energy due to downward movement of building mass above the buckled columns exceeded the strain
energy that could be absorbed by the structure. Global collapse ensued.
Tower began to collapse – first exterior sign of collapse was at
Floor 98. Rotation of at least 8 degrees to the south occurred before
the building section began to fall vertically under gravity.
3. Collapse Initiation
• The inward bowing of the south wall induced column instability, which progressed rapidly horizontally across the entire south face.
• The south wall unloaded and tried to redistribute the loads via the hat truss to the thermally weakened core and via the spandrels to the adjacent east and west walls.
• The entire section of the building above the impact zone began tilting as a rigid block (all four faces; not only the bowed and buckled south face) to the south (at least about 8º) as column instability progressed rapidly from the south wall along the adjacent east and west walls.
• The change in potential energy due to downward movement of building mass above the buckled columns exceeded the strain energy that could be absorbed by the structure. Global collapse then ensued.
Buckling of South Wall and Collapse Initiation
The inward bowing of the south wall increased as the post-buckling strength of bowed columns continued to reduce. The bowed columns increased the loads on the unbuckled columns on the south wall by shear transfer through the spandrels. Consequently instability progressed horizontally, and when it engulfed the entire south wall, it progressed along the east and west walls. Moreover, the unloading of the south wall resulted in further redistribution of gravity loads on the south wall to the east and west walls and to the thermally weakened core via the hat truss. At 100 min, the north, the east, and the west walls at Floor 98 carried about 7 percent, 35 percent, and 30 percent more gravity loads than the state after impact, and the south wall and the core carried about 7 percent and 20 percent less loads, respectively. The section of the building above the impact zone began tilting to the south at least about 8° as column instability progressed rapidly from the south wall along the adjacent east and west walls, as shown in Fig. 9–13. The change in potential energy due to downward movement of building mass above the buckled columns exceeded the strain energy that could have been absorbed by the structure. Global collapse ensued.
Finding 26: The WTC 1 building section above the impact and fire area tilted to the south as the structural collapse initiated. The tilt was toward the side of the building that had the long span floors. Video records taken from east and west viewpoints showed that the upper building section tilted to the south. Video records taken from a north viewpoint showed no discernable east or west component in the tilt. A tilt to the south of at least 8 degrees occurred before dust clouds obscured the view and the building section began to fall downwards.