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dc.creatorHiraishi, Hisahiro
dc.date1984-06-30
dc.date.accessioned2021-02-02T02:29:09Z
dc.date.available2021-02-02T02:29:09Z
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/896
dc.identifier10.5459/bnzsee.17.2.135-144
dc.identifier.urihttps://repo.nzsee.org.nz/xmlui/handle/nzsee/1799
dc.descriptionIn order to predict the inelastic response of reinforced concrete structures under dynamic earthquake loading, hysteretic behaviour of their structural components must be evaluated appropriately. Though various restoring force models have already been proposed for beams and columns, hysteretic behaviour of flexural type shear walls remains unclear in many respects. In this paper, an evaluation method of distributing the total deformation of a shear wall into the flexural and shear deformation is mentioned and an analytical one of evaluating these deformations is proposed. The comparison of analytical results with test results of shear walls is carried out.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherNew Zealand Society for Earthquake Engineeringen-US
dc.relationhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/896/871
dc.rightsCopyright (c) 1984 Hisahiro Hiraishien-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 17 No 2 (1984); 135-144en-US
dc.source2324-1543
dc.source1174-9857
dc.titleEvaluation of shear and flexural deformations of flexural type shear wallsen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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