9-11 Truth Movement: Publication in a Peer-reviewed Civil Engineering Journal

by Prof Jones

(911 Blogger)Finally! After submitting a half-dozen papers to established

peer-reviewed technical journals over a period of nearly a year, we

have two papers which have passed peer-review and have been accepted

for publication. One of these was published TODAY! In science, we say

that we have ublished in the literature,?a major step in a nascent

line of scientific inquiry.

And many thanks to the editors for their courage and adherence to

science in allowing us to follow the evidence and publish in their

journal. (Indeed, expressions of thanks along these lines to the

editors will be appreciated, as they will probably get a few letters

chastising them?)

The paper is here:

http://www.bentham.org/open/index.htm (our paper is listed on top at the moment, the most recently entered paper); or go here:

http://www.bentham.org/open/tociej/openaccess2.htm

(Click on 搚ear 2008?then scroll down to the paper and click on it.)

(HTML version below. -rep.)

Yes, it is available on-line FOR FREE, since this is an 搊pen

e-journal.?TOCEJ = The Open Civil Engineering Journal. You may

download the paper and make copies to give to local professors and

engineers (hint, hint). That’s one reason this particular journal was

chosen — open access, free to download and make copies. What do

Profs/Engineers say about it — let us know would you?

In this Letter, we emphasize oints of agreement?with FEMA and

NIST, seeking to build bridges for further communications. Of course,

we will send a copy to NIST for their comment and hopefully open a

public discussion on these crucial evidences and analyses. Note the

title ?but then read morehe paper only six pages long:

Fourteen Points of Agreement with Official Government Reports on the World Trade Center Destruction

The authors are: Steven E. Jones*,1, Frank M. Legge2, Kevin R. Ryan3, Anthony F. Szamboti*,4, James R. Gourley

Approaching this as oints of Agreement?is NEW, I believe

(obviously some 搊lder?quotes are cited in this new context) and we

hope this will be a fruitful approach! Mechanical engineer Tony

Szamboti and I are the 揷orresponding authors,?the ones people are

invited to write to with comments.

With publication in an established civil engineering journal, the

discussion has reached a new level ?JREF抏rs and others may attack,

but unless they can also get published in a peer-reviewed journal,

those attacks do not carry nearly the weight of a peer-reviewed paper.

It may be that debunkers will try to avoid the fourteen issues we raise

in the Letter, by attacking the author(s) or even the journal rather

than addressing the science ?that would not surprise me.

Professor Chomsky wrote to several, who passed it on to me:

揧ou, or anyone who agrees with you, has a very simple

task. Since the evidence is so obvious and compelling, submit an

article about it to Science, or Nature, or even Scientific American, or

more technical journals, say those in civil engineering, where your

article can refute the conclusions of the professional society of civil

engineers?To date, no one has been willing to submit an article — at

least, after probably hundreds of inquiries to Truth Movement

advocates, no one has been able to mention one…?/blockquote>

Would someone who has received this note from Prof. Chomsky please

send him a copy of the downloaded paper? Perhaps we can build a bridge

with him. You might note that the paper is published in a echnical

journal [one of those] in civil engineering,?to use his own words,

which I took as sort of a challenge. I have published before in Nature

(e.g., May 1986 and April 1989) AND Scientific American (July 1987),

and this paper in a civil engineering journal I consider to be a very

significant step in the history.

Further in the spirit of building bridges, I抎 like to quote from

Prof. Fetzer who wrote today ?and I agree: 揑 would appreciate it?if

those who are reaching out to the public would show a degree of

appreciation for those who are trying to figure out how these things

were done? I believe we can succeed if we show more tolerance and less

disrespect for one another.?Agreed! In this paper, the authors are

both reaching out to the public (most can read this Letter with

understanding, I think) AND seeking to progress in figuring out how the

buildings were destroyed?

Now let work together to unify the 9/11 truth movement and show

some mutual respect, shall we? Suggest we seek a focus on getting NIST

(or other technical people) to work with us in doing a thorough and

proper investigation which will include release of NIST-held photos AND

the NFPA-921-mandated search for hermite residues? [Hint- good time

to read the paper if you disagree or don know really what I抦 talking

about here.]

Finally, I should note that the editor that we worked with was

polite and professional throughout the process. We hope others, in

their responses, will maintain that decorum. In the final analysis, all

THREE reviewers approved publication!

Time to celebrate, and move forward together.

Note: another blog will discuss the journal chosen and the Letter

format (as opposed to a typical rticle format?with methods, results

and discussion). Also, I will take note of your comments to this

announcement of a formal publication in a peer-reviewed civil

engineering journal!

HTML version (please note any hyperlink errors in the comments area).

From: The Open Civil Engineering Journal, 2008, 2, 35-40

Fourteen Points of Agreement with Official Government Reports on the World Trade Center Destruction

Steven E. Jones, Frank M. Legge, Kevin R. Ryan, Anthony F. Szamboti, and James R. Gourley

Abstract: Reports by FEMA and NIST lay

out the official account of the destruction of the World Trade Center

on 9/11/2001. In this Letter, we wish to set a foundation for

productive discussion and understanding by focusing on those areas

where we find common ground with FEMA and NIST, while at the same time

countering several popular myths about the WTC collapses.

INTRODUCTION

On September 11, 2001, the Twin Towers of the World Trade Center

(WTC) were hit by airplanes. Total destruction of these high-rises at

near free-fall speeds ensued within two hours, and another high-rise

which was not hit by a plane (WTC 7) collapsed about seven hours later

at 5:20 p.m.

The US Congress laid out the charge specifically to the National

Institute of Standards and Technology (NIST) to 揇etermine why and how

WTC 1 and WTC 2 collapsed following the initial impacts of the aircraft

and why and how WTC 7 collapsed?1

The Federal Emergency Management Agency (FEMA) was acting with a

similar motivation in their earlier study of these tragic collapses.2

NIST and FEMA were not charged with finding out how fire was the

specific agent of collapse, yet both evidently took that limited

approach while leaving open a number of unanswered questions. Our goal

here is to set a foundation for scientific discussion by enumerating

those areas where we find agreement with NIST and FEMA. Understanding

the mechanisms that led to the destruction of the World Trade Center

will enable scientists and engineers to provide a safer environment for

people using similar buildings and benefit firefighters who risk their

lives trying to save others.

DISCUSSION

1. WTC 7 Collapse Issue

FEMA: he specifics of the fires in WTC 7 and how they caused the

building to collapse remain unknown at this time. Although the total

diesel fuel on the premises contained massive potential energy, the

best hypothesis has only a low probability of occurrence. Further

research, investigation, and analyses are needed to resolve this issue?2

FEMA analyzed the remarkable collapse of WTC building 7, the

47-story skyscraper that, even though it was not hit by a plane,

collapsed about seven hours after the second Tower collapse. We

certainly agree that FEMA best firebased hypothesis as only a low

probability of occurrence.?NIST final report on WTC 7 has been long

delayed and is eagerly awaited.3 Apparently it is difficult to fully explain the complete and rapid collapse of WTC 7 with a fire-based hypothesis alone.

2. Withstanding Jet Impact

FEMA: he WTC towers had been designed to withstand the accidental

impact of a Boeing 707 seeking to land at a nearby airport厰 2

NIST: 揃oth WTC 1 and WTC 2 were stable after the aircraft impact,

standing for 102 min and 56 min, respectively. The global analyses with

structural impact damage showed that both towers had considerable

reserve capacity?4

Yes, we agree, as do previously published reports: he 110-story

towers of the World Trade Center were designed to withstand as a whole

the forces caused by a horizontal impact of a large commercial

aircraft. So why did a total collapse occur??sup>5

John Skilling, a leading structural engineer for the WTC Towers, was

interviewed in 1993 just after a bomb in a truck went off in the North

Tower:

We looked at every possible thing we could think of

that could happen to the buildings, even to the extent of an airplane

hitting the side, said John Skilling, head structural engineer?

Concerned because of a case where an airplane hit the Empire State

Building [which did not collapse], Skilling’s people did an analysis

that showed the towers would withstand the impact of a Boeing 707.

Our analysis indicated the biggest problem would be the fact that

all the fuel (from the airplane) would dump into the building. There

would be a horrendous fire. A lot of people would be killed, he said.

The building structure would still be there.

Skilling - a recognized expert in tall buildings - doesn’t think a

single 200-pound car bomb would topple or do major structural damage to

a Trade Center tower. The supporting columns are closely spaced and

even if several were disabled, the others would carry the load.

匒lthough Skilling is not an explosives expert, he says there are

people who do know enough about building demolition to bring a

structure like the Trade Center down.

I would imagine that if you took the top expert in that type of

work and gave him the assignment of bringing these buildings down with

explosives, I would bet that he could do it.6

Thus, Skilling team showed that a commercial jet would not bring

down a WTC Tower, just as the Empire State Building did not collapse

when hit by an airplane, and he explained that a demolition expert

using explosives could demolish the buildings. We find we are in

agreement.

3. Pancake Theory Not Supported

NIST: 揘IST findings do not support the ancake theory?of

collapse, which is premised on a progressive failure of the floor

systems in the WTC towers?Thus, the floors did not fail progressively

to cause a pancaking phenomenon?3

Agreed: the ancake theory of collapse?is incorrect and should be

rejected. This theory of collapse was proposed by the earlier FEMA

report and promoted in the documentary hy the Towers Fell?produced

by NOVA.7

The ancake theory of collapse?is strongly promoted in a Popular

Mechanics article along with a number of other discredited ideas.8, 9

We, on the other hand, agree with NIST that the ancake theory?is not

scientifically tenable and ought to be set aside in serious discussions

regarding the destruction of the WTC Towers and WTC 7.

4. Massive Core Columns

NIST: 揂s stated above, the core columns were designed to support approximately 50% of the gravity loads?4

he hat-truss tied the core to the perimeter walls of the towers, and

thus allowed the building to withstand the effects of the aircraft

impact and subsequent fires for a much longer time梕nabling large

numbers of building occupants to evacuate safely?10

acific Car and Foundry of Seattle, Washington, fabricated the

closely spaced exterior wall column panels that gave the buildings

their instantly recognizable shape. Stanray Pacific of Los Angeles,

Cal, fabricated the enormous box and wide-flange columns that made up

the core?The core of the building, which carried primarily gravity

loads, was made up of a mixture of massive box columns made from

three-story long plates, and heavy rolled wide-flange shapes.?he

core columns were designed to carry the building gravity loads and were

loaded to approximately 50% of their capacity before the aircraft

impact…. the exterior columns were loaded to only approximately 20%

of their capacity before the aircraft impact?11

We totally agree that the WTC Towers included assive?
interconnected steel columns in the cores of the buildings, in addition

to the columns in the outside walls. The central core columns bore much

of the gravity loads so the Towers were clearly NOT hollow. Yet the

false notion that the Towers were ollow tubes?with the floors

supported just by the perimeter columns seems to have gained wide

acceptance. For example, an emeritus structural engineering professor

asserted, he structural design of the towers was unique in that the

supporting steel structure consisted of closely spaced columns in the

walls of all four sides. The resulting structure was similar to a

tube厰.12

The fact is the Towers were constructed with a substantial

load-supporting core structure as well as perimeter columns ?and on

this point we agree with NIST in dispelling false popular notions.

The fact is the Towers were constructed with a substantial

load-supporting core structure as well as perimeter columns ?and on

this point we agree with NIST in dispelling false popular notions.

5. Essentially in Free Fall

NIST: [Question:] 揌ow could the WTC towers collapse in only 11

seconds (WTC 1) and 9 seconds (WTC 2) ?speeds that approximate that of

a ball dropped from similar height in a vacuum (with no air

resistance)??[Answer:] 匒s documented in Section 6.14.4 of NIST NCSTAR

1, these collapse times show that: 搮 the structure below the level of

collapse initiation offered minimal resistance to the falling building

mass at and above the impact zone. The potential energy released by the

downward movement of the large building mass far exceeded the capacity

of the intact structure below to absorb that energy through energy of

deformation. Since the stories below the level of collapse initiation

provided little resistance to the tremendous energy released by the

falling building mass, the building section above came down essentially

in free fall, as seen in videos?3

We agree with some of this, that the building 揷ame down essentially

in free fall, as seen in videos.?This is an important starting point.

(Because of obscuring dust clouds, it is difficult to determine the

exact fall times, but the statement that the buildings 揷ame down

essentially in free fall?seems correct when accelerations are viewed,

for the WTC Towers and also for WTC 7.)13, 14

Further, we agree with NIST that he stories below the level of

collapse initiation provided little resistance?to the fall ?but we

ask ?how could that be? NIST mentions 揺nergy of deformation?which

for the huge core columns in the Towers would be considerable, and they

need to be quantitative about it (which they were not) in order to

claim that the 搃ntact structure?below would not significantly slow

the motion.

Beyond that, NIST evidently neglects a fundamental law of physics in

glibly treating the remarkable 揻ree fall?collapse of each Tower,

namely, the Law of Conservation of Momentum. This law of physics means

that the hundreds of thousands of tons of material in the way must slow

the upper part of the building because of its mass, independent of

deformation which can only slow the fall even more. (Energy and

Momentum must both be conserved.)

Published papers have argued that this negligence by NIST (leaving

the near-free-fall speeds unexplained) is a major flaw in their

analysis.13, 14

NIST ignores the possibility of controlled demolitions, which achieve

complete building collapses in near free-fall times by moving the

material out of the way using explosives. So, there is an alternative

explanation that fits the data without violating basic laws of physics.

We should be able to agree from observing the near-free-fall

destruction that this is characteristic of controlled demolitions and,

therefore, that controlled demolition is one way to achieve complete

collapse at near free-fall speed. Then we are keen to look at NIST

calculations of how they explain near-free-fall collapse rates without

explosives.

We await an explanation from NIST which satisfies Conservation of

Momentum and Energy for the rapid and complete destruction of all three

WTC skyscrapers on 9/11, or a discussion of alternative hypotheses that

are consistent with momentum and energy conservation in these

near-free-fall events.

6. Fire Endurance Tests, No Failure

NIST: 揘IST contracted with Underwriters Laboratories, Inc. to

conduct tests to obtain information on the fire endurance of trusses

like those in the WTC towers? All four test specimens sustained the

maximum design load for approximately 2 hours without collapsing?The

Investigation Team was cautious about using these results directly in

the formulation of collapse hypotheses. In addition to the scaling

issues raised by the test results, the fires in the towers on September

11, and the resulting exposure of the floor systems, were substantially

different from the conditions in the test furnaces. Nonetheless, the

[empirical test] results established that this type of assembly was

capable of sustaining a large gravity load, without collapsing, for a

substantial period of time relative to the duration of the fires in any

given location on September 11?4

We agree that NIST had actual fire tests completed and that all four

russes like those in the WTC towers?survived the fire-endurance

testing ithout collapsing.?We also agree that he fires in the

towers on September 11 ?were substantially different from the

conditions in the test furnaces;?the test furnaces were hotter and

burned longer. NIST may wish to perform a series of different tests in

an endeavor to discover some other hypothesis for collapse initiation.

As it stands, however, we have no physical evidence supporting the

concept of total collapse due to fire from real fire-endurance tests.

On the contrary, these real-life tests indicate that the buildings

should not have completely collapsed. In addition, we have hundreds of

cases of fires in tall steel-frame buildings and complete collapse has

never occurred.

But experts said no building like it [WTC7], a modern,

steel-reinforced high-rise, had ever collapsed because of an

uncontrolled fire, and engineers have been trying to figure out exactly

what happened and whether they should be worried about other buildings

like it around the country? Although the fireproofing was intended to

withstand ordinary fires for at least two hours, experts said buildings

the size of 7 World Trade Center that are treated with such coatings

have never collapsed in a fire of any duration. Most of three other

buildings in the complex, 4, 5 and 6 World Trade, stood despite

suffering damage of all kinds, including fire.15

Fire engineering expert Norman Glover agrees:

Almost all large buildings will be the location for

a major fire in their useful life. No major high-rise building has ever

collapsed from fire?The WTC [itself] was the location for such a fire

in 1975; however, the building survived with minor damage and was

repaired and returned to service.16

Yet three such high-rise buildings (WTC 1, 2 and 7)

completely collapsed on a single day, 9/11/2001, and could not be

returned to service. There is much left to learn here.

7. Fires of Short Duration

NIST: he initial jet fuel fires themselves lasted at most a few minutes?4

揂t any given location, the duration of [air, not steel] temperatures

near 1,000 癈 was about 15 min to 20 min. The rest of the time, the

calculated temperatures were near 500 癈 or below?4

We agree. But then, given that the fires were brief and patchy, how

did both towers experience sudden-onset failure of structural steel

over a broad area in each tower and how could the collapses of all

three WTC high-rises have been so symmetrical and complete?13, 14, 17 We seek discussion on these points.

8. WTC Fires Did Not Melt Steel

NIST: 揑n no instance did NIST report that steel in the WTC towers

melted due to the fires. The melting point of steel is about 1,500

degrees Celsius (2,800 degrees Fahrenheit). Normal building fires and

hydrocarbon (e.g., jet fuel) fires generate temperatures up to about

1,100 degrees Celsius (2,000 degrees Fahrenheit). NIST reported maximum

upper layer air temperatures of about 1,000 degrees Celsius (1,800

degrees Fahrenheit) in the WTC towers (for example, see NCSTAR 1,

figure 6-36)?3

Agreed. We also find agreement with Prof. Thomas Eagar on this point:

The fire is the most misunderstood part of the

WTC collapse. Even today, the media report (and many scientists

believe) that the steel melted. It is argued that the jet fuel burns

very hot, especially with so much fuel present. This is not true….

The temperature of the fire at the WTC was not unusual, and it was most

definitely not capable of melting steel.18

We are in remarkable agreement, then: the WTC fires were not capable

of melting steel. Of course, NIST then may have trouble explaining the

molten material flowing out of the South Tower just before its

collapse, as well as evidence for temperatures much higher than NIST

reported 1,100 癈.13 We offer to discuss explanations for the observed high temperatures.

9. Destruction of WTC Steel Evidence

NIST: 揘IST possesses 236 structural steel elements from the World

Trade Center (WTC) buildings. These pieces represent a small fraction

of the enormous amount of steel examined at the various recovery yards

where the debris was sent as the WTC site was cleared. It is estimated

that roughly 0.25 percent to 0.5 percent of the 200,000 tons of steel

used in the construction of the two towers was recovered.?he lack of

WTC 7 steel precludes tests on actual material from the structure厰.1

Thus, only a tiny fraction of steel was analyzed from the WTC

Towers, and none of the WTC 7 steel was analyzed by NIST. What happened

to the rest of the steel from the crime scene?

For more than three months, structural steel from the

World Trade Center has been and continues to be cut up and sold for

scrap. Crucial evidence that could answer many questions about

high-rise building design practices and performance under fire

conditions is on the slow boat to China, perhaps never to be seen again

in America until you buy your next car.

Such destruction of evidence shows the astounding ignorance of

government officials to the value of a thorough, scientific

investigation of the largest fire-induced collapse in world history. I

have combed through our national standard for fire investigation, NFPA

921, but nowhere in it does one find an exemption allowing the

destruction of evidence for buildings over 10 stories tall.19

And although only a small fraction of the steel was saved for

testing, it is clear that an 揺normous amount?of the WTC steel was

examined either for or by NIST, and the samples selected were chosen

for their identified importance to the NIST investigation.20

We agree that only a mall fraction of the enormous amount of

steel?from the Towers was spared and the rest was rapidly recycled.

The destruction of about 99% of the steel, evidence from a crime scene,

was suspicious and probably illegal, hopefully we can agree to that.

10. Unusual Bright Flame and Glowing Liquid (WTC 2)

NIST: 揂n unusual flame is visible within this fire. In the upper

photograph {Fig 9-44} a very bright flame, as opposed to the typical

yellow or orange surrounding flames, which is generating a plume of

white smoke, stands out?4

揘IST reported (NCSTAR 1-5A) that just before 9:52 a.m., a bright

spot appeared at the top of a window on the 80th floor of WTC 2, four

windows removed from the east edge on the north face, followed by the

flow of a glowing liquid. This flow lasted approximately four seconds

before subsiding. Many such liquid flows were observed from near this

location in the seven minutes leading up to the collapse of this tower?3

We agree and congratulate NIST for including these observations of

an 搖nusual flame… which is generating a plume of white smoke?4

揻ollowed by the flow of a glowing liquid?having n orange glow?[3].

With regard to the 搗ery bright flame?which is generating a plume of

white smoke? NIST effectively rules out burning aluminum, because

揂luminum is not expected to ignite at normal fire temperatures厰.3

Again, we agree.

The origins of this very bright flame and of the associated flow of

an orange-glowing liquid remain open questions in the NIST report. NIST

opened a very appropriate line of investigation by publishing these

significant clues from the data, 3, 4 providing an important starting point for further discussion which we seek.

11. High-Temperature Steel Attack, Sulfidation

FEMA (based on work by a Worchester Polytechnic Institute

investigative team): 揝ample 1 (From WTC 7)?Evidence of a severe high

temperature corrosion attack on the steel, including oxidation and

sulfidation with subsequent intergranular melting, was readily visible

in the near-surface microstructure? Sample 2 (From WTC 1 or WTC 2)?
The thinning of the steel occurred by high temperature corrosion due to

a combination of oxidation and sulfidation. 匱he severe corrosion and

subsequent erosion of Samples 1 and 2 are a very unusual event. No

clear explanation for the source of the sulfur has been identified?A

detailed study into the mechanisms of this phenomenon is needed厰2

We agree that the physical evidence for evere high temperature

corrosion attack?involving sulfur is compelling. Here we have grounds

for an interesting discussion: How were evere high temperatures?
reached in the WTC buildings? What is the source of the sulfur that

attacked the steel in these buildings? The answers to these questions

may help us find the explanation for the otal collapse?of the Towers

and WTC 7 that we are all looking for.

The WPI researchers published their results2, 21

and called for detailed study?of this igh-temperature?搊xidation

and sulfidation?phenomenon. Yet the results were unfortunately ignored

by NIST in their subsequent reports on the Towers?destruction.3, 4

Their failure to respond to this documented anomaly is a striking

phenomenon in itself. Perhaps NIST will explain and correct this

oversight by considering the high-temperature sulfidation data in their

long overdue report on the collapse of WTC 7. The existence of severe

high temperatures in the WTC destruction is by now very well

established.22

It appears that NIST has inadvertently overlooked this evidence and we

offer to investigate the matter with them, in pursuit of understanding

and security.

12. Computer Modeling and Visualizations

NIST: he more severe case (which became Case B for WTC 1 and Case

D for WTC 2) was used for the global analysis of each tower. Complete

sets of simulations were then performed for Cases B and D. To the

extent that the simulations deviated from the photographic evidence or

eyewitness reports [e.g., complete collapse occurred], the

investigators adjusted the input, but only within the range of physical

reality. Thus, for instance卼he pulling forces on the perimeter columns

by the sagging floors were adjusted…4

he primary role of the floors in the collapse of the towers was to

provide inward pull forces that induced inward bowing of perimeter

columns.4

he results were a simulation of the structural deterioration of each

tower from the time of aircraft impact to the time at which the

building became unstable, i.e., was poised for collapse?sup>4

We agree that NIST resorted to complex computer simulations and no

doubt djusted the input?to account for the Towers?destruction,

after the fire-endurance physical tests did not support their

preordained collapse theory.

But the end result of such tweaked computer models, which were

provided without visualizations and without sufficient detail for

others to validate them, is hardly compelling. An article in the

journal New Civil Engineer states:

World Trade Center disaster investigators [at NIST] are

refusing to show computer visualisations of the collapse of the Twin

Towers despite calls from leading structural and fire engineers, NCE

has learned. Visualisations of collapse mechanisms are routinely used

to validate the type of finite element analysis model used by the

[NIST] investigators. 匒 leading US structural engineer said NIST had

obviously devoted enormous resources to the development of the impact

and fire models. 揃y comparison the global structural model is not as

sophisticated,?he said. he software used [by NIST] has been pushed

to new limits, and there have been a lot of simplifications,

extrapolations and judgment calls?23

Further detailed comments on the NIST computer simulations are provided by Eric Douglas.24

We would like to discuss the computer modeling and extrapolations

made by NIST and the need for visualizations using numerical and

graphical tools to scrutinize and validate the finite-element analysis.

13. Total Collapse Explanation Lacking

NIST: his letter is in response to your April 12, 2007 request for

correction?we are unable to provide a full explanation of the total

collapse?25

This admission by NIST after publishing some 10,000 pages on the

collapse of the Towers shows admirable candor, yet may come as a bit of

a shock to interested parties including Congress, which commissioned

NIST to find a full explanation.

We agree that NIST so far has not provided a full explanation for

the total collapse. Indeed they take care to explain that their report

stops short of the collapse, only taking the investigation up to the

point where each Tower as poised for collapse?4

We offer to help find that elusive 揻ull explanation of the total

collapse?of the WTC Towers which killed so many innocent people, in

the hope that it does not happen again. We have a few ideas and can

back these up with experimental data.13, 22 Our interest is in physical evidence and analysis leading to a full understanding of the destruction of the WTC.

14. Search for Explosive or Thermite Residues

From a NIST FAQ: [Question: ] 揇id the NIST investigation look for

evidence of the WTC towers being brought down by controlled demolition?

Was the steel tested for explosives or thermite residues? The

combination of thermite and sulfur (called thermate) slices through

steel like a hot knife through butter. [Answer: ] NIST did not test

for the residue of these compounds in the steel?3

We agree; there is no evidence that NIST tested for residues of

thermite or explosives. This is another remarkable admission. Probing

for residues from pyrotechnic materials including thermite in

particular, is specified in fire and explosion investigations by the

NFPA 921 code:

Unusual residues might remain from the initial fuel. Those residues could arise from thermite, magnesium, or other pyrotechnic materials.26

Traces of thermite in residues (solidified slag, dust, etc.)

would tell us a great deal about the crime and the cause of thousands

of injuries and deaths. This is standard procedure for fire and

explosion investigations. Perhaps NIST will explain why they have not

looked for these residues? The code specifies that fire-scene

investigators must be prepared to justify an exclusion.26

NIST has been asked about this important issue recently, by investigative reporter Jennifer Abel:

Abel: ..what about that letter where NIST said it

didn’t look for evidence of explosives??Neuman [spokesperson at NIST,

listed on the WTC report]: Right, because there was no evidence of

that. Abel: But how can you know there’s no evidence if you don’t look

for it first? Neuman: If you’re looking for something that isn’t

there, you’re wasting your time… and the taxpayers?money.?27

The evident evasiveness of this answer might be humorous if not for

the fact that NIST approach here affects the lives of so many

innocent people. We do not think that looking for thermite or other

residues specified in the NFPA 921 code is asting your time.?We may

be able to help out here as well, for we have looked for such residues

in the WTC remains using state-of-the-art analytical methods,

especially in the voluminous toxic dust that was produced as the

buildings fell and killed thousands of people, and the evidence for

thermite use is mounting.13, 22

CONCLUSIONS

We have enumerated fourteen areas where we are in agreement with

FEMA and NIST in their investigations of the tragic and shocking

destruction of the World Trade Center. We agree that the Towers fell at

near free-fall speed and that is an important starting point. We agree

that several popular myths have been shown to be wrong, such as the

idea that steel in the buildings melted due to the fires, or that the

Towers were hollow tubes, or that floors ancaked?to account for

total Tower collapses. We agree that the collapse of the 47-story WTC 7

(which was not hit by a jet) is hard to explain from the point of view

of a fire-induced mechanism and that NIST has refused (so far) to look

for residues of explosives.3, 22, 27

Our investigative team would like to build from this foundation and

correspond with the NIST investigation team, especially since they have

candidly conceded (in a reply to some of us in September 2007):

搮we are unable to provide a full explanation of the total collapse?25

We are offering to discuss these matters in a civil manner as a

matter of scientific and engineering courtesy and civic duty. The lives

of thousands of people may very well depend on it.

ACKNOWLEDGEMENTS

Many thanks for useful discussions with Jim Hoffman, Dr. Gregory

Jenkins, Dr. Jeffrey Farrer, Prof. Kenneth Kuttler, Prof. David R.

Griffin, Gregg Roberts, Brad Larsen, Gordon Ross, Prof. David Griscom,

Prof. Graeme MacQueen, and researchers at AE911Truth.org and STJ911.org.See Reference here.

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One Response to “9-11 Truth Movement: Publication in a Peer-reviewed Civil Engineering Journal”

  1. Arthur Scheuerman Says:

    Reports of Controlled Demolition, Molten Steel, Thermite, etc.

    Many people interpreted the loud sounds and debris being projected out sideways during the Tower collapses as an indication that explosives were used to demolish the buildings. Most of these ‘explosive’ sounds, heard during the collapses were heard after the collapses began. In order for an explosion to cause a collapse it would have to occur before the collapse. The exterior walls can be seen bending and buckling inward in the videos of both Towers long before any sounds or ground vibrations occurred. In Tower 2, the exterior columns in the east wall were photographed bowing inward up to 10 inches, 18 minutes after the plane’s impact. That’s 38 minutes before the global collapse began. To be technical, you could say that Tower 2’s collapse began slowly, with possibly some noise or impact sounds from falling floors, about 38 minutes earlier than the official collapse time. The explosive sounds and expanding dust clouds occurred just after the east wall buckled inward and started the collapse, and not before the buckling, as would have had to have happened with controlled demolition.

    When the south wall of Tower 1 was photographed it was bowing inward up to 55 inches on floors 95 to 101, about six minutes before these columns were seen buckling inward. This bowing was witnessed and video taped by the Police Aviation Unit. In the North Tower “thunder” sounds were heard when some floors apparently collapsed on the south side 12 to 14 seconds before the top of the building was seen to tilt southward and begin falling as a unit starting the global collapse. Since each section of floor on the long-span side weighed about 500 tons, I would explore these ‘explosive’ sounds in Tower 1 as evidence of a floor or floors detaching and impacting the floors below on the south side which most probably accelerated south wall failure. I believe all the supposed ‘explosive’ sounds can be explained by the impacts made by the collapsing buildings after the columns were pulled in and buckled by the bowing and sagging floors and when the floors themselves began impacting the floors below. The boom, boom, boom, boom, boom repetitive ‘explosive’ sounds reported by firefighters running as Tower 2 was coming down were most likely caused by the sequential collision of impacting floors after the top of the building began falling. The great quantity of air on each floor being compressed in a fraction of a second by great weight and momentum would propel air, smoke, and any concrete dust and debris outward at great velocity.

    Initial Collapse Cause

    It is clear from the computer studies that the heat from the fires caused differential expansion of the steel parts in the long span, floor trusses with the resulting thermal bowing in some floors directly exerting pull-in forces on the exterior columns or this thermal bowing could have detached a floor which would have impacted the floor below destroying composite action by separating the concrete slab from the trusses and inducing strong tensile (suspension) forces in the double weighted floor. In other floors thermal expansion of the floor against the columns compressed the trusses which along with shear forces within the trusses that buckled the diagonal struts collapsing the trusses which went into suspension (catenary action) and this also helped pull-in and eventually buckle the exterior column walls. Differential thermal expansion of the concrete and steel has also been shown by NIST to disconnect the knuckles from the concrete slab causing loss of composite behavior in the floors. All these adverse floor truss effects were caused by steel expansion which begins immediately as the steel is heated. Bowing and buckling can happen at low temperatures (400 C to 500 C) even before the steel would have weakened excessively from higher temperatures. Thermal contraction caused by cooling of the sagging trusses after the fire burns out can cause strong pull-in forces on the exterior columns and core columns due to the contraction of the steel trusses. Once the exterior columns buckling spread, along an entire wall removing support on one face, the towers began to tilt and the buckling spread around the towers exterior and into the core and with all the columns buckled the leaning top sections of the tower began to fall straight down. Although the North tower antenna appeared from some northern angles to have fallen straight down it actually tilted to the south because the south wall buckled first and the cantilevered top building section pulled the core over to the south. The South Tower’s top tilted to the east because its east wall buckled first. With the tower top tilting all the columns were out of alignment.

    Once the core columns got out of plumb, there would have been little resistance to their buckling at the weak splices. With the incredible weight of the top of the buildings gaining momentum, like a heavy wedge or sledge all it had to do was break the welded, and single bolt connections holding the floors to the columns. This coupled with the fact that the falling top section’s momentum increases as the square of the number of floors impacted as the floors were detached and added to the weight of the descending top. There would have been little resistance to slow the top section’s acceleration to the ground. Because this acceleration due to gravity increased the speed and momentum of the collapsing floors and building top, the impacts would have been increasingly violent as shown on the seismic graphs; increasing in amplitude until maximum when the mass of accumulated floors hit bedrock seven stories into the cellar.

    In order for a column to support the loads it has to be plumb and in line with the columns above and below. The fact is that columns have to be axially (in line and centered) aligned to support the weight of the building above. If they get out of alignment by 10 to 20 degrees they buckle and can no longer support the weight. The buildings collapsed because the floors first caved in from restrained thermal expansion and from thermal bowing or delamination of the slab and bar joists affecting floor truss stability. The sagging floor trusses pulled in the 59 columns in one exterior wall and they eventually buckled removing support on one side.

    Once the buildings started to tip over from loss of column support on that side, the tremendous excess eccentric weight began buckling all the columns across the building. Once the tilted building’s tops began descending they hit the floors or columns at eccentric angles which easily detached the floors and buckled the columns. In order for the lower building section to offer any meaningful resistance to the falling building top the columns would have had to hit each other exactly in line and plumb and this was impossible with the top of the building leaning causing eccentric angles of impact. Once the top building section began tilting the columns on the side that originally buckled did not line up at all. These columns would have been hitting the floors and would have easily detached or buckled them. After the east wall buckled in Tower 2 the adjacent perimeter wall columns buckled from overloads and the columns on the opposite west side of the building, which acted as a hinge would still be bearing on each other but at an eccentric angle which means they also would have also eventually buckled as the top tilted. These columns along with some of the core columns as they buckled are probably what kicked the bottom of the top building section to the west as reported by NIST. With all the columns across the building buckled the top section began descending at an angle to the building section below. None of the columns would have been axially lined up. As the columns collided they would have hit each other at eccentric angles and easily dislodged, disconnected or buckled each other. Because of the weight of the accumulating collapsing floors, there was a release of incredible potential energy changing to kinetic energy and building momentum as the accumulating chaotic mass of debris accelerated into the cellars.

    There have been some engineering analyses about the impacting floors slowing down the collapse so that the time to collapse should have been much longer than ‘free fall’ times of an object dropped from the towers tops. Since the Tower’s outer wall columns, especially in Tower 1, pealed out like a banana, they may have been able to break the connections to the floors ahead of the floors being impacted? In other words, with the weight of the wall columns pealing outward from the vertical along with the added horizontal forces of impacting floors projecting debris outwards onto these columns; these columns, while leaning out, might have been able to break the wall-to-floor connections ahead of the level of impacting floors? If this is possible than I believe that the connection failures could have traveled down the sides of the buildings at a speed faster than free fall times. This might explain the rapid collapses especially in Tower 1. The wall-to-floor connection failures could have traveled down the building sides faster than ‘free fall’ times and in effect started the floors falling before they were impacted by the accumulating mass of impacted floors above. The heavy exterior wall columns in the 1500 foot high buildings while pealing off could project the column sections outwards a great distance. This distance (500 feet) was proposed as only being made possible by explosive forces. I disagree. If a wall is strong enough and doesn’t break up as it falls outward it can fall out flat to a distance equal to its height. The Tower walls, however, did break at the weak splices as they fell.

    Much has been made of the fact that NIST only analyzed the events up to the point where the Towers were poised to collapse before runaway collapse began and failed to pursue the remaining collapse. This was largely because after collapse began the chaotic impacts of the floors, walls and columns colliding could not possibly be analyzed accurately with even the strongest computers. As it was, it was a severe strain on computer capabilities to analyze the mechanism of collapse up to the point of runaway disintegration.

    The compression of air in the elevator and air-conditioning shafts by the collapsing upper building section and floors, would project air, smoke, and dust down these shafts and out of the air intake or discharge openings on the lower mechanical equipment floors in the exterior walls. This accounts for the plumes of smoke seen projecting outwards from the buildings well below the collapsing floors. There were quite extensive vertical HVAC shafts built into the building. These shafts are connected to air conditioning exhaust and intake ducts open to the exterior on the mechanical floors. Collapse of these shafts would force the dust and smoke out these HVAC openings in the side of the building. The lightweight aluminum cladding’s breaking free from the buckling columns also would have been propelled outward a great distance by this expanding cloud of air and dust. This would account for huge dust clouds and pieces of aluminum seen projected outwards from the upper sections of the collapsing buildings. The light reflected off these aluminum pieces at the north wall of Tower 2 would be interpreted as flashes from explosive ’squibs’. The flashes below the buckling east wall may have been from the aluminum cladding breaking free from the lower columns as they expanded after being unloaded of axial weight by the buckling of the wall above and their expansion breaking the connections to the cladding. Also explosives leave characteristic tears and fractures in steel, and such indications were not found anywhere in the debris pile.

    After any fire in which a building collapses, there often remain deep seated, pockets of fire deep within the rubble pile These pockets of fire sometimes cannot be reached by water streams because of their being covered by debris. Air is sometimes drawn up from the bottom of the pile and feeds these inaccessible fires with air. These fires can last for days and the heat can become intense and can heat any steel in proximity of the fire until the steel is glowing red or orange yellow hot. These pockets of fire are common at burning building collapses and in no way evidence that that explosives or thermite were used to demolish the buildings. These fires are similar to blacksmith fires where air is blown into the charcoals by a bellows to raise the temperature of the fire to heat a piece of steel or iron. The blacksmith can tell how hot the steel is by its color and can tell when the steel is soft enough to work it with a hammer The deep seated fires which occur in the rubble are supplied with air because natural convection currents. Heated air rises because of its bouyancy and is replaced by cool air drawn in from the bottom and sides of the fire. This air flow can become rapid because of the high temperatures developed. The more air drawn in the hotter the fire becomes and the increased temperature increases the convection currents which draws in more air. I am convinced that temperatures of over 2000 deg F. can easily be developed. This temperature, however, is incapable of melting steel.
    These deep seated fires often have to be dug out by hand tools, back hoes or grapplers in order to expose the burning material for extinguishment. It is common to hold off hitting the fire with water until it is fully exposed in order to prevent the great amount of steam that would be created from obscuring the work area until the fire is fully exposed and can be extinguished. This is what is happening in the picture of a grappler pulling out a piece of glowing hot steel from the debris pile so often described as molten steel. Such fires are incapable of melting steel unless they are supplied with pure oxygen.

    Much has been made of the presence of molten metal in the debris pile after the collapse. Presumably this molten metal was somehow thought to be connected to explosions or thermite charges, but there were Uninterrupted Power Supply (UPS) battery rooms on some floors of the Towers and Building 7. These battery rooms supplied continuous battery power to computers if the electricity failed for any reason. These batteries contained tons of lead which melts at low temperatures [327 C (621 F)]. The heat from the fires in the debris pile could easily have melted this lead or the aluminum from the plane which were probably the metals that were seen flowing through the pile. NIST reported UPS in the 13th floor of Building 7 and the 81st floor of Tower 2. There were also quantities of lead, tin, silver and even gold used in the computer circuit boards.

    Additionally the EPA reported over 400 different chemicals in the dust and debris. These chemicals could easily be assembled conceptually to propose any type of chemical reaction imaginable including thermite reactions. In addition thermite reactions are rapid and wouldn’t last the hours or days at which times the molten metal was observed. Thermite is hard to control and can’t be held against the columns because it would burn down through any material used to support it against the columns.

    Pure oxygen is used in oxyacetylene torches to actually ignite burn and melt the steel when cutting. These torches were used to help clear the debris pile during search and recovery operations. A slag of melted and re-solidified steel and Ferrous oxide is formed on the opposite side of the cut. This slag formation was erroneously reported to be evidence of cutter charges having been used to sever the columns. Small molten pieces of glowing steel cool into spheres as they fly out from the cut.

    About the concrete destruction into dust; F.R. Greening did a paper called Energy Transfer in the WTC Collapse in which he says “the energy required to crush concrete to 100 μm particles is 1.9 × 1011 J, which is well within the crushing capacity of the available energy. Hence it is theoretically possible for the WTC collapse events to have crushed more than 90 % of the floor concrete to particles well within the observed particle size range.” http://nistreview.org/WTC-REPORT-GREENING.pdf I would also investigate the possibility that the concrete was sub par due to freezing during curing or too much air or water having been added during construction.

    Do you think the architect or engineers who built the Towers would want to admit the deficiencies in design, fireproofing and other construction weaknesses after their buildings collapsed? Do you think they will get any other jobs after 5 of their buildings collapsed from fire? (Building 5 had a serious interior multiple floor collapse due to fire.) Do you know that the Port Authority of NY, NJ didn’t have to follow any building codes? The reason the columns broke at the splices was that they had serious weaknesses due to lack of reinforcing plates or even welds on most of the exterior column, bolted splices. The long span truss floors were never tested for fire resistance at their design length. Why do you think it took so long to get the plans for the buildings after they collapsed while the building engineers had them all along? I would think the architects and engineers for 9/11 truth would be accepting any excuse to divert attention from themselves even the wild idea that explosives or thermite was involved.

    About the eye witnesses; there are many reasons that loud sounds can be produced at a fire. Most of the people in tower 2 did not know tower 1 had been struck by a plane but they heard the explosion and felt the impact. There can be smoke explosions particularly in fires that have a flammable liquid involved. There were fuel explosions in the elevator shafts. Most of the people in tower 1 did not know that tower 2 had collapsed but they all heard the noises and even felt the rush of air up the stairs. There could have been floor detachments impacting the floors below and producing loud sounds before any general collapse began. . Explosives produce loud distinctive pressure waves that can leave people deaf of blow out eardrums. This kind of sharp piercing crack was not heard. The windows broken out and marble wall panels detached on the interior of the first floor lobby were probably because of torque forces experienced on the lower floor columns from the plane impacts many floors above. The reports of “explosions” in the cellars were also probably from such column or floor displacements or from jet fuel ignitions in the elevator shafts. If you stick a stick into the ground and hit it with another stick most of the deformation will be in the ground around the bottom of the stick. There were reports of split walls and ceiling collapses on many floors after the planes hit. The one elevator shaft that extended into the cellars had a fuel explosion from the jet fuel spilling down the shaft.

    In conclusion I think all the reports of controlled demolition can be explained by sounds or sights produced by the plane impacts and jet fuel and air explosions; the sounds of the Towers collapse, - remember most of the people in Tower 1 did not know Tower 2 had collapsed and attributed the sounds of that collapse to be happening in the building they were in. When the interior of building 7 collapsed it would have produced explosive sounds before the exterior walls began collapsing.
    Arthur Scheuerman

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