huangyhg

sap 2000: shear wall
may i use frame elementes with end offset for modeling shear walls?
my opinion is that yes, you can.
if the shearwalls form a core then you may need to model directly rigid links as an alternative (out of the more complicate relationship to the center of gravity of the core line element.

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借用达朗贝尔的名言：前进吧，你会得到信心!
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