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"To estimate the serious damage to the World Trade Center core columns, we assembled a detailed numerical model of the impacting aircraft as well as a detailed numerical model of the top 20 stories of the building," Sozen says. "We then used weeks of supercomputer time over a number of years to simulate the event in many credible angles of impact of the aircraft."
"The aircraft moved through the building as if it were a hot and fast lava flow," Sozen says. "Consequently, much of the fireproofing insulation was ripped off the structure. Even if all of the columns and girders had survived the impact - an unlikely event - the structure would fail as the result of a buckling of the columns. The heat from an ordinary office fire would suffice to soften and weaken the unprotected steel. Evaluation of the effects of the fire on the core column structure, with the insulation removed by the impact, showed that collapse would follow whatever the number of columns cut at the time of the impact."
Originally posted by Cowboy Clint
What do you think, sirs?
Originally posted by snoopy
ips are you then suggesting that fireproofing is pointless since an office fire cannot weaken steel? Why would they use it?
Steel beams in standard fire tests reach a state of deflections and runaway well below temperatures achieved in real fires. In a composite steel frame structure these beams are designed to support the composite deck slab. It is therefore quite understandable that they are fire protected to avoid runaway failures. The fire at Broadgate showed that this didn't actually happen in a real structure. Subsequently, six full-scale fire tests on a real composite frame structure at Cardington showed that despite large deflections of structural members affected by fire, runaway type failures did not occur in real frame structures when subjected to realistic fires in a variety of compartments.
Originally posted by ipsedixit
Pardon me but a lot of this territory has been covered already. A good portion of this statement sounds like baloney to me. For example:
"Evaluation of the effects of the fire on the core column structure, with the insulation removed by the impact, showed that collapse would follow whatever the number of columns cut at the time of the impact."
Originally posted by bsbray11
[
It was common practice to use it before the effects of office fires upon steel was properly understood. It wasn't until 2000 that the University of Edinburgh compiled years of research from the tests carried out for over a decade at Cardington in the UK.
You can find their findings here: www.studyof911.com...
Pretty straightforward, right? They go on to say that about 40 supplementary reports and 10 technical papers support their conclusions and were included for reference. This was of course before 9/11.
The researchers are analyzing how many columns were destroyed initially in the building's core, a spine of 47 heavy steel I-beams extending through the center of the structure, Sozen said.
"Current findings from the simulation have identified the destruction of 11 columns on the 94th floor, 10 columns on the 95th floor and nine columns on the 96th floor," he said. "This is a major insight. When you lose close to 25 percent of your columns at a given level, the building is significantly weakened and vulnerable to collapse."
Originally posted by snoopy
Unfortunately that's based on a completely different design structure.
Originally posted by CaptainObvious
Were these tests done under the similar cirumstances as that of WTC 1 & 2 ? (weight, damaged support columns, things of that nature) OR was it..lets fire up this stuff and see what happens!
Originally posted by CaptainObvious
Why are you saying Natural Pancake? The pancake collapse was not what the NIST report states.
As far as the tilting and rotating, I believe this has been explained in detail from several engineers that were not affiliated with NIST or any other government agencies.
I am not sure if NIST covered it.
Not to be cocky, but what are your credentials to say that if the tower was without fireproofing... etc?
Originally posted by bsbray11
Originally posted by snoopy
Unfortunately that's based on a completely different design structure.
I don't think you know what you're talking about, snoop. The tests were done and data gathered from isolated steel members, ie beams and columns. The global arrangement does not affect this data.
Steel is steel.
Originally posted by snoopy
Steel is not steel.