Structural overturning due to second-order effects presents a significant challenge in the design of uplift rocking frames, particularly in high-seismic regions. Existing configurations, which typically locate the uplift joint at the base of the column, exacerbate this issue by increasing rocking demands. While various solutions have been proposed to address this limitation, a design that effectively mitigates these risks while maintaining energy dissipation(ED) and self-centering capabilities remains underexplored. In response to this challenge, this study introduces a novel column mid-height uplift steel rocking frame (CMURF) that relocates the uplift joint to the mid-height of the first-story columns, restoring the column foot to a fixed condition. This design induces reverse curvature bending in the upper and lower segments of the columns, effectively reducing rocking demands and the associated risk of structural overturning. To validate this concept, a half-scale, single-span, three-story CMURF specimen was subjected to cyclic loading tests. Subsequently, 20 detailed full-scale finite element models (FEMs) were developed in ABAQUS to assess the effects of varying key parameters, such as height, span, initial prestress of steel strands, and the quantity and arrangement of LYP225 steel web hourglass-shaped pin dampers (LYP-WHP), on the seismic performance of the frame. The results demonstrate that the CMURF exhibits a characteristic double-flag hysteresis shape, indicating strong self-centering performance. Additionally, the specimen demonstrated sufficient lateral stiffness, bearing capacity, and effective control of residual deformation, with the LYP-WHP providing stable ED capabilities. The findings indicated that CMURF offers a promising solution for mitigating structural overturning risks in rocking frames while preserving critical seismic performance features. Key parameters, such as height and span, significantly influence performance, with taller structures experiencing reduced self-centering ability and seismic resilience, while larger spans improve both. The initial prestress of the steel strands primarily affects self-centering, while the configuration of LYP-WHP impacts ED. Optimal design recommendations include a self-centering coefficient between 1.52 and 2.45 and a height-to-span ratio between 1.13 and 3.63.
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