Abstract
This paper focuses on investigation of a new seismic rehabilitation method to mitigate soft-story failures in deficient multi-story Steel Concentrically Braced Frames (CBFs). The considered method consists of a sufficiently stiff Rocking Core (RC) that is pinned to the foundation and connected to an existing deficient CBF building to re-distribute seismic forces along its height creating more uniform interstory drift and ductility demand distributions. Two benchmark steel CBF buildings including one three-story and one six-story, designed for Los Angeles, California, were selected and retrofitted using the considered method. Nonlinear static pushover analyses were conducted to demonstrate the beneficial contribution of RC in mitigating non-uniform inter-story drift distribution. It is shown that the RC is effective in reducing inter-story drift concentration in both buildings when they reach the maximum inter-story drift limits associated with collapse prevention, lift safety and immediate occupancy recommended in FEMA 356 for performance-based seismic design.
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