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Seismic retrofit of a two-storey reinforced concrete building using moment-resisting frames (MRFs) incorporating the optimised sliding hinge joint (OSHJ)

dc.contributor.authorEllegala, Mahinda
dc.contributor.authorRamhormozian, Shahab
dc.contributor.authorClifton, Charles
dc.date.accessioned2026-07-14T20:35:27Z
dc.date.available2026-07-14T20:35:27Z
dc.date.issued2025-04-08
dc.identifier.urihttps://repo.nzsee.org.nz/xmlui/handle/nzsee/2779
dc.language.isoen
dc.publisherNew Zealand Society for Earthquake Engineering
dc.relation.ispartofseries2025;113
dc.subjectLow damage design
dc.titleSeismic retrofit of a two-storey reinforced concrete building using moment-resisting frames (MRFs) incorporating the optimised sliding hinge joint (OSHJ)
dc.typeArticle


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