In both connected steel member construction and masonry, or just the later?
I am not sure I've seen video of Verinage being used on a steel column structure.
Why does that matter as far as deceleration being required for an amplified load?
Nice observation, JD.
Exactly to the point.
(Pun intended.)
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Tony, in concrete/masonry building construction, when the Verinage technique is used, and a mid-level set of columns are mechanically buckled ...
... when the floor above the hydraulic rams crashes down onto the floor below the rams, what percentage of the two floors comes in (approximately) simultaneous contact? 95%? 98%? 99%?
In the towers, what percent of the floor area of the impacting floors was taken up by the columns? 1%? 2%? 3%?
Let's put this into human terms, Tony.
In a fall, a judo expert brings himself to a rapid stop without injury by landing flat (lots of surface area) and slapping the mat. He/she achieves a sudden reduction in velocity.
A person thrown onto an array of very sharp punji sticks. Can that poor soul do the same thing, Tony?
Will this person's deceleration be as large as the judo expert's?
"Why does it matter, Tony?"
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And your jolt STILL depends on the ends of the upper columns landing squarely on the top of lower columns ... that are no longer there.
Fantasies, Tony. You've got nothing but fantasies.
When is Gage going to take this fiasco to a Structural Engineering conference, rather than preying on defenseless architects, Tony?