etabs / column with no stiffness
in etabs, how do you produce a column with zero stiffness? thank you.
also try
what kind of stiffness - axial or flexural? either way just set the
i want a column to have zero flexural stiffness. i want all the shear to be taken by the shear walls.
ok set the moment of inertial modifiers low
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发表于 2009-9-8 22:57:22
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