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Thailand/Myanmar Earthquake: VIDEO Dramatic collapse of a high rise in Bankok 2

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According to the statement, the thickness of the shaft's walls was reduced to align with the proper building standards for the interior architecture.

 
The thin wall theory plays nicely into the out of phase oscillation theory (with the west adjoining bridge structue). A thin wall offers less resistance to lateral forces and can bow or fatigue easier, or rebar pullout can leave a much smaller percentage remaining to support the vertical load. If, on top or these issues, the concrete is substandard and even the steel is substandard, it sets up the ensuing spectacle perfectly.
 
I seem to remember there is something to do with buckling as well.

This seems to remember is from watching a paper given by PRof Jim Rhodes on thin walled steel structures 25 years ago...
 
Penthouse - and its cover slab - had no sway bracing, no sideways resistance to anything but the falling rain. Not the cause, but probably symptomatic of the basic building design all around. Inside, the center was falling into itself as the upper fell as a complete "unit".

Like the opposite of the World Trade Center: Here, the lowest supports under the center of the lowest floors collapsed, pulling the center down, which pulled the outside two sections down.
 

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