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  1. joeycheng

    AS3600-2018 Core wall design for EQ - minimum reinforcement

    Just wanted to add something in here. The comment regarding ductility no affecting period is not correct. Higher ductility assumes that a plastic hinge is forming in the building therefore causing a reduction in stiffness of the overall structure - this inherently means that the period of the...
  2. joeycheng

    Distribution of Force in Interacting Concrete Shear Walls

    Hello Peers, I am struggling to make sense of ETABs results for interacting concrete shear walls. I have the following ETABS Model: Two cantilever shear walls with pinned bases connected with a rigid link (to simulate a concrete floor with no coupling force, could also be done by assigning...

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