Civil Engineering Association

Prediction of seismic demands for SMRF's with ductile connections and elements

This report studies the effect of structural characteristics on the predicted seismic response of ductile steel moment frame structures. Various approaches for modeling the contributions of beams, panel zones, and elements of the gravity-only portions of the structure were considered. The effects of differing assumptions regarding geometric nonlinearity and viscous damping were also considered. Structural configuration (redundancy) and proportioning (beam to panel zone strength) were studied

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