{"created":"2023-06-20T13:43:15.300747+00:00","id":959,"links":{},"metadata":{"_buckets":{"deposit":"f22bca67-14b9-4599-a3a4-db05e67e516b"},"_deposit":{"created_by":2,"id":"959","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"959"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000959","sets":["1"]},"author_link":["11789","11788"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-08-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"39","bibliographicPageEnd":"211","bibliographicPageStart":"204","bibliographic_titles":[{}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In reinforced concrete shear walls of high-rise buildings, reinforcing the boundary columns and panels, which are subjected to high compressive stress, effectively improves the deformation capacity of shear walls. Previously, lateral loading tests of shear walls were conducted on areas of concrete confinement of high compressive stress. This paper analyzes those lateral loading tests using the three-dimensional nonlinear finite element method (FEM), and examines the ductility of shear walls. The results show that reinforcing the area of high compressive stress improves the deformation capacity of shear walls.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000953","subitem_identifier_reg_type":"JaLC"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"福井工業大学"}]},"item_10002_relation_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"TF00009412","subitem_relation_type_select":"NCID"}}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18844502 / 18844456","subitem_source_identifier_type":"ISSN"}]},"item_10002_version_type_20":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"仲地, 唯治"}],"nameIdentifiers":[{"nameIdentifier":"11788","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nakachi, Tadaharu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"11789","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2023-04-12"}],"displaytype":"detail","filename":"kiyou3928.pdf","filesize":[{"value":"6.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"kiyou3928.pdf","url":"https://fut.repo.nii.ac.jp/record/959/files/kiyou3928.pdf"},"version_id":"49f4fc30-d397-46a8-85e4-3ba49c15be46"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"耐震","subitem_subject_scheme":"Other"},{"subitem_subject":"解析","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"拘束筋により補強されたRC造耐震壁の有限要素解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"拘束筋により補強されたRC造耐震壁の有限要素解析"},{"subitem_title":"FEM Analysis on RC Shear Walls Reinforced with Confining Steel","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-11-30"},"publish_date":"2009-11-30","publish_status":"0","recid":"959","relation_version_is_last":true,"title":["拘束筋により補強されたRC造耐震壁の有限要素解析"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:21:57.136844+00:00"}