Re: The Mechanics of Skyscraper Collapse

2003-03-21 Thread Bill Stewart
At 02:04 PM 03/20/2003 -0500, Steve Thompson wrote: This seems reasonable. As a large structure topples, the sheer stress across the long axis of the building will inexorably increase as the upper floors retard the downward progression of the lower floors (caused of course by gravity). I suspect

Re: The Mechanics of Skyscraper Collapse

2003-03-21 Thread Tyler Durden
And of course, we captured a set of skyscraper collapses towards the end of our documentary Fight Club. What suprised us was that the documentary continued to show on cable even several months after September 11th. -TD _ Tired of

Re: The Mechanics of Skyscraper Collapse

2003-03-20 Thread Tim May
On Wednesday, March 19, 2003, at 04:14 PM, Eric Cordian wrote: Tim Wrote: With no chance for evacuation, and with a one-fifth of a mile high building toppling sideways, fatalities might have reached 30,000 or more. I'm not a structural engineer, but given that lateral structural strength is

Re: The Mechanics of Skyscraper Collapse

2003-03-20 Thread Eugen Leitl
On Wed, 19 Mar 2003, Tim May wrote: I think the nearly perfectly vertical collapse of the WTC towers was because of the pancaking of each floor into the floors below, as shown in the videos. Whether removal of one support triggers pancaking or toppling is more complicated than the blocks

Re: The Mechanics of Skyscraper Collapse

2003-03-20 Thread Steve Thompson
--- Eugen Leitl [EMAIL PROTECTED] wrote: On Wed, 19 Mar 2003, Tim May wrote: I think the nearly perfectly vertical collapse of the WTC towers was because of the pancaking of each floor into the floors below, as shown in the videos. Whether removal of one support triggers pancaking

The Mechanics of Skyscraper Collapse

2003-03-20 Thread Eric Cordian
Tim Wrote: With no chance for evacuation, and with a one-fifth of a mile high building toppling sideways, fatalities might have reached 30,000 or more. I'm not a structural engineer, but given that lateral structural strength is likely only a fraction of vertical structural strength, it