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This study investigates using novel shape memory alloy (SMA) dampers in coupling beams of frame-shear wall structures to improve seismic performance. The SMA dampers are placed between vertically split cantilevered portions of coupling beams. Under earthquake forces, the SMA wires in the dampers dissipate energy through phase transformations, reducing displacement responses of the structure. An 18-story frame-shear wall model was analyzed to evaluate the effectiveness of the SMA dampers in coupling beams at

Author

akshaya b

Language

EN