This technology is installed between bridge superstructures and substructures. It consists of a slider inserted into the longitudinal groove of the bottom plate and multiple shape memory alloy bars connecting the top and bottom plates. It absorbs energy through friction during earthquakes and uses the restorative force of the shape memory alloy bars to return to its original position.
While seismic isolation design is becoming standard for domestic bridges and facilities that lack earthquake preparedness, existing hybrid seismic isolation devices make it difficult to predict energy absorption and horizontal displacement between plates based on earthquake wave types and magnitudes. Furthermore, they often struggle to maintain their self-centering performance over time in harsh environments with extreme temperature fluctuations or frequent seismic activity.
This technology is designed so that as the shape memory alloy bars bend during relative movement, the gap between the plates decreases and the slider insertion depth increases, causing the contact area—and thus friction—to increase incrementally, making energy absorption and displacement predictable. Friction can be adjusted by selecting fixed blocks, and auxiliary restorative force can be added using moving blocks and elastic elements in the rail grooves. Suitable for new construction and retrofitting of highway and railway bridges, overpasses, and bridges in seismic zones, it allows the bearing to self-center after an earthquake without requiring repairs.
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