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Rehabilitation and seismic resilience of prestressed precast frames using replaceable steel buckling-restrained rods
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DOI：10.1016/j.engstruct.2026.123484.png)
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Abstract
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• Bearing capacity and damping ratio were increased with SBRRs installation. • The frame withstands subsequent earthquakes even if SBRRs are not replaced. • Applying the load to the precast beam ensures excellent symmetry. • Beam with curved tendons can reduce the deflection compared to straight tendons.
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