QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

I've covered most of this is my recent replies to turbonium.
You still seem to be missing the point that a lot of the names on the NIST report are from non-government organisations, not NIST staff.
The point is it’s a government report with the individual study areas tied together by the NIST team leaders and as such
cannot be seen to be publicly expressing a controversial political viewpoint.
Notwithstanding the above, I took a good look at the list of NIST contractors. As I have been saying, the area of contribution is important and sure enough everything from occupant behaviour and evacuation studies to fire alarm and smoke management system analysis was revealed – completely irrelevant to the physical collapses.
It happens that the largest group of contractors are employees of Science Applications International Corporation who, as well as having had well-known public servants on its Board of Directors including a former CIA Director, interestingly are the ninth largest Department of Defense contractor in the US and have also worked with the FBI and NSA – hardly unaffiliated.
After filtering out the members who did not make a direct contribution to the Tower impact, fire and collapse initiation simulation, I was left with only four companies comprising of less than 30 listed staff altogether, plus a handful of other individuals.
Considering all of the above, NIST’s list is entirely unimpressive compared to the
300+ Architects and Engineers who are calling for a new investigation.
QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

Your proposed charges are enormous, hiding them is implausible, and you have produced no evidence for your claim that maintenance staff were kept out of any areas.
Linear cutting charges are not ‘enormous’ at all: -

Neither would the thermite units, used to finally initiate the collapses, be ‘enormous’ and concealment was quite plausible through selective placement around the structural columns in service areas and elevator shafts.
QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

Bowing is an indication of incipient structural failure, and it occured several minutes before the collapse. The failures, on that basis, were not sudden.
The downward movement of the upper block was sudden. In the case of the Madrid building where partial collapse occurred, the entire area severely distorted and sagged prior to that collapse. Limited bowing to one area of a single wall is not an indication that ‘global collapse’ is about to occur.
QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

Where is the precedent for an occupied building being prepped for CD? Where is the precedent for a CD setup surviving impact damage and fire? Where is the precedent for a CD leaving no physical clues?
Sorry, I thought we were talking about the physical collapse characteristics of the buildings for which there is much precedent seen in controlled demolitions, not your personal misgivings of how the demolition setup was achieved.
QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

The features of the collapses have been modelled in computational simulations without the need to resort to CD, so that is how I know what a "natural" collapse looks like.
http://www.luxinzheng.net/publications/english_WTC.pdfOh heck, I can’t stop laughing!

It must have taken you a long time to find a ‘study’ that bad. Did you link it as an attempt to actually make the NIST report look reasonable by comparison? All the usual suspects, ie preconceptions and lack of evidence, are included, plus… wait for it… this is brilliant… in the model, the WTC1 impact is in the wrong location! Look at it – the impact is too low on the model. But hey, if the model says so…

And you said that is how you know what a natural collapse looks like… when it is
blatantly out of sync with reality!
QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

I certainly can't see it in your Maputo video, which seems to show charges going off at several levels simultaneously, first to separate the sections of the building then to demolish them - horizontal separation again.
The JL Hudson and Maputo demolitions both show that it can be necessary to weaken high level areas of the structure prior to the main collapse. The same can be true of WTC7. You may quibble about the demolition techniques but there are plenty more examples. The
Honolulu demolition shows high level explosives approximately 9 seconds prior to collapse (see third view in the video). The
Fort Worth demolition shows high level explosives approximately 5 seconds prior to collapse. It is plainly ridiculous to say that a demolition of WTC7 could not feature high level explosives prior to its collapse.
QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

That apart, while the final seconds of the WTC7 collapse indeed look like a CD, there are key features that look nothing like a CD, including the damage, the long-duration fires and the penthouse collapse. The towers look nothing like a CD, full stop.
You have absolutely no concept of what “covert” or “unconventional” mean, do you?
QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

The less severe case was the one in a direction away from the actual impact, the more severe case and the baseline case bracketed it.
Whoopdedoo, NIST ‘bracketed it’ between the expected case that did not initiate collapse and a severe case that did. Remind me again – did NIST at any point simulate the actual reality of the impact damage?
QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

Er, you are simultaneously claiming that the NIST simulation fit to the bowing isn't good enough for you, and that NIST used the actual bowing as an input. You do realise that there is an incompatibility between these arguments? You can only have pull-in forces if you have a possible cause for such forces. The NIST structural and fire modelling has this cause, but your CD theory hasn't.
Er, I am stating: -
- Through the severe case impact damage and fire, NIST could not reproduce the degree of bowing seen in photographic evidence.
- The bowing in computer models is only in the correct location as NIST specifically placed it there.
Bearing the above points in mind, why did you write, “
It fits it very well, not just predicting bowing as a phenomenon, but correctly predicting its location too”? Were you lying or was it just a complete misunderstanding on your part?
The controlled demolition scenario easily explains the bowing. Where the core is weakened by the initial linear cutting charges, additional loads and stress will be transferred to the perimeter. Also, distortion or inward deflection of the core columns due to these charges could cause a greater pull-in force than sagging floor trusses ever could.
QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

I did suggest that you contacted Gilsanz directly with your questions about his model, but for some obscure reason you claimed this was not practical. How impractical is it for you to send an e-mail? Why is so much more impractical than posting here?
That is a clear admittance that Gilsanz’ article does not in fact contain evidence and explanation of the cause and collapse process. Why should I be interested in contacting Gilsanz? I only point out the vital omitted areas to show how vague the theory is. You should be the one e-mailing Gilsanz as it is a bit of a joke supporting a theory you don’t understand in full.
QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

The experts appear to think that their collapse process is far from impossible, so who are you to disagree? On the other hand, the experts for some reason do not appear to share your opinion that there is any evidence for CD, rather that the evidence rules out CD.
Which ‘experts’ are you talking about now?
QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

Your double standards are showing. After all your quibbles about NIST, you are quite happy that Ross picked a number out of thin air.
Bazant and Zhou's paper assumes that the columns take the forces because that is the conservative assumption. If the columns don't stop the collapse, the weaker parts of the structure certainly wont.
Ross did not pick a number out of thin air, he gave a reasonable estimate based on photographic evidence, which is a whole lot better than ignoring altogether the energy required to pulverise the concrete as Bazant did.
It is shocking you can’t even understand this very basic point – assuming that the most vital part of the structure, ie the columns, are impacted with more force than is possible, is
not a conservative assumption in considering the Tower’s survival. If, as witnessed, energy is expended in breaking the floors/pulverising the concrete and lost in some of the building mass falling outside of its footprint then
all of the force cannot have gone into the columns, thus giving the main structure more chance of survival.
QUOTE (flyingswan @ Apr 21 2008, 04:31 PM)

If these possibilities are mutually incompatible, the CD theory is in trouble. The official theory doea not need anything beyond the fact of the impacts and the use of standard engineering prediction methods.
So if there are two or more ways of executing a controlled demolition then all must be false? And because no engineering predictions have based simulations on