Articles
Shape Memory NiTi-Nb Alloys for Seismic-Resilient Beam-Column Connections in Steel Moment Frames
Article Metrics
Abstract
Conventional steel beam-column connections in moment-resisting frames suffer permanent deformation after major earthquakes, often requiring costly replacement. This paper presents a novel self-centering connection using superelastic NiTi-Nb shape memory alloy (SMA) bolts that can recover up to 6% strain upon unloading. Quasi-static cyclic tests on full-scale W24×68 beam-to-W14×176 column connections demonstrate near-zero residual drift (< 0.15% at 4% peak story drift) and stable energy dissipation over 30 fully-reversed cycles. Computational modeling using calibrated SMA constitutive laws is validated against experimental results, enabling parametric studies for codifiable design recommendations.