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  1. rmain123

    ETABS: Non-linear Links in place of steel connections for wooden frame structures

    Hello everyone, I am currently attempting to use links/support elements in ETABS to model a non-linear steel connection attached to a wooden column that undergoes ASTM-CUREE Protocol time-history. I am using a Multi-linear Plastic link with the PIVOT hysteresis behavior. I have inputted the...

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