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"Amateur Engineering" practice in progressive collapse analysis[W:222, 344. 1463]

Good to see you again, Fallenangel. Am I correct in my recollection that you were studying the last time you popped in? Physics? Gnarly physics, I believe. How's it going?

Cheers, just been bored in-between beers after the Russia-England game, so decided to check this thread.
Really cool that you remember me, I've submitted my masters dissertation (Orientation Bias in Galaxy Cluster Mass Measurement) few weeks ago and now waiting for the final results.


Fallen.
 
...Orientation Bias in Galaxy Cluster Mass Measurement...
Sounds quite fascinating and way way over my head.

psikey, could you give this nice young person some advice and instruction on potential energy?
 
So what exactly N-body simulations simulate then?!? You know the ones that rely on a mathematical representation of particles interaction through gravity...

Fallen.

You said it... a mathimatical representation of gravity is not gravity. In reality can you change the strength of gravity by just changing numbers in a computer program?

psik
 
You said it... a mathematical representation of gravity is not gravity. In reality can you change the strength of gravity by just changing numbers in a computer program?

psik

Nice try there mate...but you've specifically stated the following in red.




...so... yes there is gravity in simulated physics, as one can simulate gravitational interaction between objects of different or similar mass.

PS. Just for laughs, how else you propose to quantitatively describe objects and the interaction between them besides using math?!? As according to your last statement for example "mathematical representation of an angle is not an angle".

Fallen.
 
Sounds quite fascinating and way way over my head.

psikey, could you give this nice young person some advice and instruction on potential energy?

The concepts aren't really that hard, we've done something similar to this: https://arxiv.org/abs/1405.0284

"The caustic technique for measuring mass profiles of galaxy clusters relies on the assumption of spherical symmetry. When applied to aspherical galaxy clusters, the method yields mass estimates affected by the cluster orientation. Here we employ mock redshift catalogues generated from cosmological simulations to study the effect of clusters intrinsic shape and surrounding filamentary structures on the caustic mass estimates. To this end, we develop a new method for removing perturbations from large-scale structures, modelled as the two-halo term, in a caustic analysis of stacked cluster data."


Fallen.
 

"The map is not the territory."

Mistaking the map for the territory - RationalWiki

psik
 

...and yet you've specifically claimed the following:


...which is false, as gravitational interaction can be simulated in simulations as the other parts of ones simulation.
You can try and mask your ignorance with rational wiki links and attempts at pseudo-logical arguments, yet, your original claim will still be false.

PS. So how about that non mathematical quantitative representation of a concept, got any suggestions?!?

PPS. Oh the irony that you will never understand, from your own link: There can be several examples of this fallacy in science and particularly in literal interpretations of scientific theories. This happens when people (sometimes scientists, sometimes woo pushers) take a theory, which is no more than a model used to predict nature, and apply what it says literally. One could rename this "mistaking the model for the reality".

Fallen.
 

A simulation of gravity is not gravity. The map is not the territory just like I said.

A simulation is merely useful and informative if it is sufficiently accurate. But it is not reality.

So part of our problem with 9/11 is "experts" not demanding accurate data about the towers. How can worthwhile simulations be made without that information. You can believe I am masking ignorance all you want. Where are the physical models and simulations of the north tower collapse? I don'tknow anything about satisfactory ones. :roll:

psik
 

... things simulated in the simulation are actually only simulated, wow what a discovery you've made there. I think you yourself should consult the rational wiki regarding your first sentence there though, just a lil hint.

Unfortunately, your attempts at pseudo-logic don't apply here, as contrary to one of your previous statements it is quite clear that alongside other phenomena gravitational interaction can be simulated as well.



PS. I like how you "dig our own grave" here with "A simulation of gravity is not gravity" which by your own overly simplistic logic means "A simulation of physics is not physics".

PPS. I see that you've decided to bring sarcastic smiley faces to the table... oh no...


Fallen.
 
 
Apparently you can't by specifying any massless connections in my code. :lol:

psik
Sure I can. They're the "magic supports".

There doesn't need to be a specific line or lines of code for massless connections. I'm quite sure there isn't. It's the behavior you've coded in. Story masses are not allowed to move in a gravitational field until they are impacted. It's a simple constraint you've imposed. So, while you have NO connections per se, something holds "those things up" or alternately (simulated!!!!!) gravity from pulling them down.

That's the very definition of "support". So you have supports in your program even though they're implicit.

Since no mass has been ascribed to them, they are massless.

This is pretty close to the situation in one of my programs. There is only: a mass distribution function, a structural resistance dissipation term, and a RULE that says the stories remain in place until impacted. You've been mocking me for years for doing the exact same thing you do, only much much better.
 
http://letsrollforums.com//magical-collapse-calculations-t17456.html?
psikeyhackr said:
In each case four masses are magically suspended and when struck from above each mass is released with no resistance.

CFI Forums | Any scientific evidence to support official WTC 7 fall theory?
psikeyhackr said:
This could only happen in a computer with masses held up by “magic”.

The Obligatory 9/11 Thread Part II : Conspiracy Theories - Page 119 ? Rational Skepticism Forum
psikeyhackr said:
It is a magical collapse in that the masses are held up without supports until they are struck from above...

Physics, Psychology and the 9/11 Decade - psikeyhackr
psikeyhackr said:
This could only happen in a computer with masses held up by "magic".

The Psychology of 9/11 & "Brainwashing" - Page 22 (politics)
psikeyhackr said:
But I also did a Python program with magical floating masses and no supports.
(Note masses which do not fall in a gravitational field ARE supported, even implicitly)


Magic support <=> Massless support

Just because you don't know a better term for it than "magic"...
 
Now, in my program mentioned earlier, I can change the mass distribution function to place mass in between the stories, where the supports are. Then I could say my connections have mass, even though there's nothing explicit in the program called "support" or "connection". Similarly, when the program calculates the "energy to crush supports", it's just a per-story additive term which I call "Fail Energy". Again, the word "support" and "connection" do not appear anywhere in the program, but the functionality associated with these elements are there.

Just like the functionality to support masses until impacted is there in your program, no matter what you call it and no matter how it's accomplished, even if it's by disallowing gravity to act on the masses by "magic".

On one hand, I can't believe you haven't understood this point before now. On the other, I believe you still won't get it now.
 
Unlike you, I have multiple programs in different environments for this purpose, and the other experiments are implemented in existing simulation software which is entirely different than the self-coded software described above.

Both of these programs have connections, called "spring" in one and "joint" in the other. Neither program allows assigning mass to these elements.

WOOOOO! This thing that you've heckled me for so much is STANDARD OPERATING PROCEDURE in professional and research grade physics and simulation software. I don't even have the choice of using connections with mass because these programs don't support it.

CONNECTIONS are to apply constraint FORCE. If I want to simulate mass of a connection, I have to put a MASS element in there, too. I have done this MANY times, told you MANY times, and the net result is the simulations run a lot slower but the results are almost identical to simply concentrating all the mass in the 'story slab'. So I no longer waste my time with a stupid unproductive approach.

What exactly about that do you not get? It's really ****ing simple.
 
WOOOOO! This thing that you've heckled me for so much is STANDARD OPERATING PROCEDURE in professional and research grade physics and simulation software.

https://books.google.com/books?id=e...epage&q=massless spring damper system&f=false
Good approximate solutions can be found using discrete systems. In the discrete process, which has already become classical engineering procedure, the continuously distributed masses are replaced by point masses or rigid bodies, and these are countered by massless springs and dampers...

https://books.google.com/books?id=9...epage&q=massless spring damper system&f=false
A multibody system is composed of rigid bodies with mass, upon which act concentrated forces and torques at discrete points. The forces and torques originate from massless springs, dampers, and actuators...

Column Response to Horizontal-Vertical Earthquakes
Column Response to Horizontal-Vertical Earthquakes - Using a simple structural model which consists of a massless column supporting a concentrated mass at the top, it is shown that the vertical ground motion in an earthquake can...

https://www.scribd.com/doc/98460670/Design-of-Foundations-for-Dynamic-Loads
Design of Foundations for Dynamic Loads - Between the lumped masses the structural elements are considered as massless.

http://www.colorado.edu/engineering/cas/courses.d/NFEM.d/NFEM.Ch38.d/NFEM.Ch38.pdf
§38.2. Massless Column with Point Mass and Follower Load

https://books.google.com/books?id=C...AEIKTAC#v=onepage&q="massless column"&f=false
Massless Column under Follower Load

https://books.google.com/books?id=E...AEIMjAE#v=onepage&q="massless column"&f=false
4. A Hysteretic Column under Earthquake Conditions - As an example, consider a massless column, supporting a concentrated mass at the top...

https://books.google.com/books?id=n...AEINDAF#v=onepage&q="massless column"&f=false
The structure is modeled as a massless column with concentrated masses at the three levels of the building...

https://books.google.com/books?id=G...AEINzAG#v=onepage&q="massless column"&f=false
...and supports an axially inextensible and massless column of height L...

https://books.google.com/books?id=-...AEIOTAH#v=onepage&q="massless column"&f=false
Massless column [supporting mass of 50 tons! KD]

https://books.google.com/books?id=R...AEIPTAI#v=onepage&q="massless column"&f=false
A restaurant and observation deck are situated atop a tall tower. The system is modeled as a lumped mass m supported by a rigid, massless column of length L.
 
MATLAB - massless connector
Massless Connectors - MATLAB & Simulink
Modeling Degrees of Freedom - MATLAB & Simulink
Massless connectors simplify the modeling of machines that use a relatively light body to connect two relatively massive bodies.
Glossary - MATLAB & Simulink
A massless connector is a machine component equivalent to two joints whose respective primitive axes are spatially separated by a fixed distance. You can specify the gap distance and the axis of separation. The space between the degrees of freedom is filled by a rigid connector of zero mass.

LS-DYNA
Constraints and spotwelds ? LS-DYNA Support
Rigid massless truss
Rigid massless beam

Coupling FEA and MSD
...where an auxiliary constrain node is created and connected with the nodes to be fixed by rigid massless beams...

https://books.google.com/books?id=d...imulation massless connection element&f=false
The model is constituted by nine masses, ten massless connection units, ten axial springs, eighteen torsional springs...

https://books.google.com/books?id=v...imulation massless connection element&f=false
Each superelement represents a system of rigid bodies with inertia and massless connection elements...

https://books.google.com/books?id=T...=massless element structural engineer&f=false
The bridge deck is modeled bu a flexible and massless spine with infinitely stiff ribs...

https://www.orcina.com/SoftwareProd...n/Help/Content/html/ModellingIntroduction.htm
Links are massless connections linking two other objects in the model. Two types are available. Tethers are simple linear elastic ties that can take tension but not compression. Spring / Dampers can take both compression and tension and both spring and damper components can be nonlinear.
Winches are also massless connections linking two (or more) objects in the model.

https://books.google.com/books?id=S...imulation massless connection element&f=false
In these programs, the input data consist of basic dimensions, masses, and the type of interconnections, such as massless force elements representing springs and dampers that connect the bodies that make up the vehicle. [which is a train! KD]

http://home.cogeco.ca/~pbudgell/Modeling_issues.html
Join those nodes in pairs with rigid regions (CERIG) or with massless high-stiffness beam elements.

https://books.google.com/books?id=K...I#v=onepage&q=massless element abaqus&f=false
To transmit the specified basement rock motion to the dam-foundation rock interface without modification, the foundation rock is assumed to be massless for the dynamic analysis.

http://www.iitk.ac.in/nicee/wcee/article/1113.pdf
However, until recently, available analysis procedures and implementing computer programs ignored dam-foundation interaction by assuming the foundation rock to be massless.

https://books.google.com/books?id=o...H#v=onepage&q=massless element abaqus&f=false
The concept of a massless foundation, although not realistic, eliminated these problems by removing the inertia from the foundation.

--------------------------------------------------------------------------------------------
There isn't enough time in a day to copy all the links that show you to be wrong, wrong, wrong.
Have you ever admitted even once in your life that you were wrong? I doubt it.
 
Now, back to this:

The acceleration vector has to be computed and applied to the simulated mass. No SUPPORT is required.
In YOUR program (and my analytic programs), yes. If you wanted to do the same thing in off-the-shelf software, you'd have no choice but to supply a support element because gravity would affect your mass.

Of course, when you're writing your own code, it makes sense to simply NOT CALCULATE the acceleration of masses that are supposed to be stationary, so that's what you and I do. Until they get hit, then gravity "magically" applies. But the result of this is exactly the same as having constraints/connections that hold the masses up against gravity.

That's why I say "massless supports" even for this type of program. Your program doesn't include energy dissipated in crushing supports, but mine does. While your program never addresses supports in any way other than the aforementioned magic, mine does more. It deducts the energy required to crush supports; I can no longer ignore the fact that I DO have simulated supports. And, while they have no mass just like yours, they do provide resistance.

If you still insist that you have no supports, then at least recognize that massless supports which incorporate structural resistance are better than no supports at all.
 
In the past, you've said that ignoring the mass of the spring (support) is okay if the mass of the spring is small compared to the mass of what it supports.

The mass of the largest columns in the towers - at the bottom - is neglible compared to the mass of the entire tower above, which they support.
 

What is "small"? 1%? 0.1% 0.001%?

If we had accurate data on the amount of steel and concrete on every level then we could do a better job of deciding what was and was not small.

It is certainly curious that we have a problem getting that data on buildings designed before the Moon landing and people come up with excuses for not having it. You said NASA treated the lines on a parachute as massless in one of their simulations. What was the weight of the lines relative to the load on the parachute?

psik
 
What is "small"? 1%? 0.1% 0.001%?
Small is whatever is too small to affect the result significantly, rather than some fixed ratio. But practically speaking, all of the numbers you list will be small enough for most problems. Even 10% can be small enough for some problems. Depends on the problem.

When it comes to this problem, there are two things to consider:

1) I've done both massless and massful connections. The results are virtually indistinguishable but the simulation with connection mass takes much longer to run.
2) The mass associated with connections is not missing, just relocated slightly so that all mass is concentrated in the slabs.


#1 proves my point, that it doesn't matter. #2 just drives it home - how much difference can it possibly make when a relative sliver of mass is moved to a position no more than a half story height away? Not much.


If we had accurate data on the amount of steel and concrete on every level then we could do a better job of deciding what was and was not small.
Yes, I suppose. Sort of like knowing if a driver was wearing a wristwatch when hitting a wall at 90mph will help determine how badly the car will be crushed. The watch has mass, you know.

You said NASA treated the lines on a parachute as massless in one of their simulations. What was the weight of the lines relative to the load on the parachute?
Very small, just like the weight of the WTC columns relative to the load they held. Why keep focusing on the parachute lines, though, after seeing all of the other examples I've posted? There's a ****ing restaurant on top of a MASSLESS rod.
 
Point being, if a SUPPORT weighs a significant fraction of what it supports, it's not a suitable support for a skyscraper. Think about it.

Now, would you insist that a computer simulation of your washers and loops model account for the masses of the paper supports?
 
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