A comparison of utilization design ratios of self-centering shape memory alloy with different brace configurations

Concentrically braced frames are common and effective systems for resisting earthquake forces in low and high-rise buildings. While various brace configurations can improve seismic performance, steel yielding causes re-sidual drifts, which complicate or render the repair of damaged buildings irreparable. Minimizing seismic re-sidual drifts is, therefore, imperative. The Superelastic Shape Memory Alloys (SE-SMAs) are superelastic materials capable of experiencing large plastic deformations and regaining their original shape upon unloading. Their use in steel structures reduces residual deformations associated with seismic events and will facilitate post-seismic retrofitting.The impacts of the utilization design ratio (UDR) on the seismic response of different brace configurations are investigated using two utilization design ratios (UDR1 and UDR2). The results show that using the UDR2 reduces the used SE-SMA material while maintaining the unique characteristics of SE-SMA material. Further, the FEMA P-58 equation accurately predicts residual displacements for I-VBF and M-XBF when braces are designed using UDR2 but overestimates residual displacements for VBF and XBF when the same UDR2 is used.