Steel Beam-Column Connections using Shape Memory Alloys

By J. Ocel, Reginald DesRoches, Roberto T. Leon, W. Hess, Robert Krumme, J. Hayes, Steven E Sweeney. 2004

256 citations recorded by the source corpus.

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Seismic Response Control Using Shape Memory Alloys: A Review (2011, background): “Ocel et al. (2004) experimentally evaluated the performance of partially restrained steel beam-column connections using martensitic SMAs.”
Experimental investigations of building structure with a superelastic shape memory alloy friction damper subject to seismic loads (2016, methodology): “SMAs also are used as tendons (Ocel et al 2004, Wang et al 2015), fasteners (Ma et al 2007), plates (Moradi and Alam 2015) and bolts (Fang et al 2014, Farmani and Ghassemieh 2016) in steel beam–column connections.”
Development of the self-centering Sliding Hinge Joint with friction ring springs (2012, unknown): “[15] and Sepúlveda et al.”
Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review (2007, methodology): “Ocel et al. (2004) investigated the effectiveness of partially restrained steel beam–column connections using SMA elements.”