Shake Table Testing of a Near Full Scale Three-storey Friction Based Low Damage Steel Structure: Structural Design and Detailing

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dc.contributor.authorYan Z
dc.contributor.authorMacRae G
dc.contributor.authorDhakal, Rajesh
dc.contributor.authorBagheri, H
dc.contributor.authorClifton, G C
dc.contributor.authorQuenneville, P
dc.contributor.authorRamhormozian, S
dc.contributor.authorZhao, X
dc.contributor.authorJia, L
dc.contributor.authorXiang, P
dc.date.accessioned2020-12-13T20:22:09Z
dc.date.available2020-12-13T20:22:09Z
dc.date.issued2020en
dc.date.updated2020-06-08T08:01:18Z
dc.description.abstractRecent severe earthquakes, such as the 2010-2011 Christchurch earthquake series, have put emphasis on building resilience all over the world. To achieve such resilience, procedures for low damage seismic design have been developed to satisfy both life safety requirements and the need to minimize undesirable economic effects of required building repair or structural member replacement following a major earthquake. Seismic resisting systems following this concept are expected to withstand severe earthquakes without requiring major post-earthquake repairs, using isolating mechanisms or sacrificial systems that either do not need repair or are readily repairable or replaceable. These include the sliding hinge joint with asymmetric friction connections (SHJAFCs) in beam-to-column connections of the moment resisting steel frames (MRSFs) and symmetric friction connections (SFCs) in braces of the braced frames. A 9 m tall, configurable three-storey steel framed composite floor building incorporating frictionbased connections is to be tested using two linked bi-directional shake tables at the International joint research Laboratory of Earthquake Engineering (ILEE) facilities, Shanghai, China. The structural systems are configurable, allowing different moment and braced frame structural systems tested in two horizontal directions. The structure is designed and detailed to undergo, at worst, minor damage under a planned series of severe earthquakes.en
dc.identifier.citationYan Z, MacRae G, Dhakal R (2020). Shake Table Testing of a Near Full Scale Three-storey Friction Based Low Damage Steel Structure: Structural Design and Detailing. Wellington, NZ: Annual Conference of NZ Society for Earthquake Engineering (NZSEE20). 22/04/2020-24/04/2020.en
dc.identifier.urihttps://hdl.handle.net/10092/101366
dc.language.isoen
dc.publisherNZSEEen
dc.rightsAll rights reserved unless otherwise stateden
dc.rights.urihttp://hdl.handle.net/10092/17651en
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineeringen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400509 - Structural dynamicsen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400510 - Structural engineeringen
dc.titleShake Table Testing of a Near Full Scale Three-storey Friction Based Low Damage Steel Structure: Structural Design and Detailingen
dc.typeConference Contributions - Publisheden
uc.collegeFaculty of Engineering
uc.departmentCivil and Natural Resources Engineering
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