I am trying to design a special concrete shear wall. The boundary zones of the wall needs to be approximately %60 of the total wall length so there is not much space left for panel zones. In NEHRP document it mentiones that the wall can be composed of pre-tied modules that can be connected prior to closing of formworks. (see attached picture).
Could you please tell me what kind of details are used to connect those pre-tied modules to each other afterwards?
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