Uni and bi-directional quasi static tests on alternative hybrid precast beam column joint subassemblies

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dc.contributor.authorAmaris, A.
dc.contributor.authorPampanin, Stefano
dc.contributor.authorPalermo, A.
dc.date.accessioned2007-07-12T23:21:03Z
dc.date.available2007-07-12T23:21:03Z
dc.date.issued2006en
dc.description.abstractRecent developments on high performance seismic resisting precast concrete frame systems, based on the use of unbonded post-tensioned tendons with selfcentring capabilities in combination with additional sources of energy dissipation, are herein presented. Alternative arrangements for jointed ductile connections to accommodate different structural or architectural needs have been implemented and validated through quasi-static cyclic tests on a series of 2/3 scaled beam-column subassemblies under uni- or bi-directional loading regime. The satisfactory results confirmed the unique flexibility and potentiality of the proposed solutions for the development of the next generation of seismic resisting buildings.en
dc.identifier.citationAmaris, A., Pampanin, S., Palermo, A. (2006) Uni and bi-directional quasi static tests on alternative hybrid precast beam column joint subassemblies. Napier, New Zealand: New Zealand Society of Earthquake Engineering 2006 Conference (NZSEE 2006): Remembering Napier 1931 - Building on 75 Years of Earthquake Engineering in NZ, 10-12 Mar 2006. Proceedings of the New Zealand Society for Earthquake Engineering Conference 2006, 8 pp.en
dc.identifier.urihttp://hdl.handle.net/10092/190
dc.language.isoen
dc.publisherUniversity of Canterbury. Civil Engineering.en
dc.rights.urihttps://hdl.handle.net/10092/17651en
dc.subject.marsdenFields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineeringen
dc.titleUni and bi-directional quasi static tests on alternative hybrid precast beam column joint subassembliesen
dc.typeConference Contributions - Published
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