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Peak and residual displacement-based design method for enhancing seismic performance of bridge bents retrofitted with BRBs
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DOI：10.1016/j.engstruct.2026.123505.png)
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Abstract
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• Ductility and residual-displacement factors are formulated to quantify resilience. • Interaction-aware spectra enable target-based control of peak and residual drift demands. • A performance-based framework is proposed for resilient bridge bent retrofitted with BRB. • The framework applies to bents with/without link beams and multiple BRB layouts.
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