The Bazant paper is good, although the math is beyond me. I also recommend NIST's paper "Best Practices for Resisting Progressive Collapse in Buildings (draft)" A good layman's treatment is in the book Why Buildings Fall Down, by Mattys Levy and Mario Salvadori. I also highly recommend Salvadori's Why Buildings Stand Up.
The topic is progressive collapse. You seem to think the subject wasn't seriously considered before 9/11. You are wrong. The books, which are nontechnical, talk about that at length.The two books I may investigate but reading the prefaces I didn't see anything relevant to WTC.
Your analogy is not analogous.
I suggest you should make a 100 story structure out of popsicle sticks, make a cut through the top 20 or so floors while holding onto them and then release them.
I am being generous in the experiment by allowing you to cut through ALL the popsicle sticks.
What do you think would happen then?
Given that the dimensions don't scale with the materials, and the falling mass is a critical variable -- thanks to the differences in density between wood and concrete, and steel -- not a whole lot. You'd have to first scale down the width of the popsicle sticks to aproximate the force/mass/Young's modulus relationships, then rig a series of connecting popsicle sticks, sanded to small radii, to model the floor, and quite frankly, I don't have the time to waste on that. Modeling the entire structure is not a trivial exercise.Your analogy is not analogous.
I suggest you should make a 100 story structure out of popsicle sticks, make a cut through the top 20 or so floors while holding onto them and then release them.
I am being generous in the experiment by allowing you to cut through ALL the popsicle sticks.
What do you think would happen then?
Oh, come on Huntsman, isn't it intuitively obvious that if you dropped a 20 story office building onto another building, it would just bounce off and not damage the other building at all????
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Given that the dimensions don't scale with the materials, and the falling mass is a critical variable -- thanks to the differences in density between wood and concrete, and steel -- not a whole lot. You'd have to first scale down the width of the popsicle sticks to aproximate the force/mass/Young's modulus relationships, then rig a series of connecting popsicle sticks, sanded to small radii, to model the floor, and quite frankly, I don't have the time to waste on that. Modeling the entire structure is not a trivial exercise.
Your rejoinder is empty, for the above mentioned reasons, but thanks for playing.
DR
Are we allowed to set light to the popsicle sticks?
So we just proved that your analogy and mine were both worthless and entertained huntsman enough for him to make another hopeless attempt at undermining my argument using that used razor blunt wit of his.
It's the closest thing I had to popsicle sticks.Okay, Gravy's breaking out ASCII art. I think it's time we pitched in and sent him on vacation for a week. I'm thinking Cancun.
What about the "analogy" of 20 or so floors of a very, very wide office building falling onto a steel core office building?
The topic is progressive collapse. You seem to think the subject wasn't seriously considered before 9/11. You are wrong. The books, which are nontechnical, talk about that at length.
LOLOLOLOLOLOLOLOLOLO
lik thats reel!!1!
ther wuz no bulding 2 fall!!! an arplan hit it!!!111!!!!one!!!
LOLOLOLOL
u didnt even us chikin wire!!!1!eleven!!
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The topic is progressive collapse. You seem to think the subject wasn't seriously considered before 9/11. You are wrong. The books, which are nontechnical, talk about that at length.
..What specific questions do you have unanwered by the available information from FEMA, NIST, and other engineers analysis?
OK, I kind of assumed that everyone would get the gist of the topic and make the direct link to 9/11 from my first post. Shall I change the title for the benefit of people who don't read the whole thread before posting in it?
Based on the words in the NIST papers I have read on the WTC, it seemed to me that NIST was doing the standard "how can we do this stuff better" bit that engineers have been doing for a very long time. Your last line on "re- inventing the wheel" made me grin.I didn't say that at all!
The subject of progressive failure (or as we have it specifically for buildings progressive collapse) is fundamental for designers. I studied progressive failure from crack propogation and growth 20 years ago.
My point was that it appears to now be a cause of so much concern when engineers have known about this type of failure for years. I drew back from saying it in my post but I will say it now, the NIST "Best Practice" also looks like a publicity exercise to make it look like something is being done when it always has been!