{"created":"2023-06-20T13:42:40.636563+00:00","id":232,"links":{},"metadata":{"_buckets":{"deposit":"107d65df-758a-4778-a3d6-b6274be10077"},"_deposit":{"created_by":2,"id":"232","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"232"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000232","sets":["1"]},"author_link":["9247","9246"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-05-31","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"37","bibliographicPageEnd":"172","bibliographicPageStart":"165","bibliographic_titles":[{"bibliographic_title":"福井工業大学研究紀要. 第一部"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In high-rise buildings with the core wall system, the axial load of the core wall is remarkably very high under the action of a diagonal seismic force. Particularly the area near the corner of the core wall is subject to high compressive stress. Reinforcing these areas is therefore considered effective in improving the deformation capacity of the core walls. In this paper, the influence of confinement effect of concrete, confinement area by confining steel, and depth-to-width ratio of core walls to limit drift angle was shown.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000226","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":"TF00008685","subitem_relation_type_select":"NCID"}}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2868571","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":"9246","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nakachi, Tadaharu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"9247","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":"KJ00004766960.pdf","filesize":[{"value":"494.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KJ00004766960.pdf","url":"https://fut.repo.nii.ac.jp/record/232/files/KJ00004766960.pdf"},"version_id":"2d132bf2-2caa-4712-9c57-d78259bf1518"}]},"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":"鉄筋コンクリート造耐震壁の拘束筋による靭性確保に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鉄筋コンクリート造耐震壁の拘束筋による靭性確保に関する研究"},{"subitem_title":"Study on Flexural Ductility Enhancement of Reinforced Concrete Walls by Transverse Confining Steel","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-04-04"},"publish_date":"2009-04-04","publish_status":"0","recid":"232","relation_version_is_last":true,"title":["鉄筋コンクリート造耐震壁の拘束筋による靭性確保に関する研究"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:36:54.094636+00:00"}