000011718 001__ 11718
000011718 005__ 20141205155939.0
000011718 04107 $$aeng
000011718 046__ $$k2008-10-12
000011718 100__ $$aSpeicher, Matthew S.
000011718 24500 $$aPrelimanary Investigation of SMA-Based Recentering Beam-Column Connection

000011718 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011718 260__ $$b
000011718 506__ $$arestricted
000011718 520__ $$2eng$$aThe conception, design, test setup, and predicted behavior of a SMA-based recentering beam-column connection are presented. Since the 1994 Northridge earthquake, many different research initiatives have been undertaken to create connections that have more robust performance under seismic loads. Numerous vulnerabilities in fully restrained connections resulted in the re-evaluation of their partially restrained counterpart (i.e. bolted connections). This reevaluation has shown that properly detailed partially restrained connections have good seismic performance. The SMA-based partially restrained connection proposed in this research has the potential to create a connection with good strength, stiffness, and ductility. The key benefit to such a system is the superelastic SMA’s ability to recenter the connection at the end of a loading event.

000011718 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011718 653__ $$aSMA, Recentering, Beam-Column Connection, Partially Restrained, NiTi

000011718 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011718 720__ $$aSpeicher, Matthew S.$$iDesRoches, Reginald$$iLeon, Roberto T.
000011718 8560_ $$ffischerc@itam.cas.cz
000011718 8564_ $$s107453$$uhttps://invenio.itam.cas.cz/record/11718/files/05-01-0301.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0301.
000011718 962__ $$r9324
000011718 980__ $$aPAPER