{"created":"2023-06-20T13:42:49.607352+00:00","id":407,"links":{},"metadata":{"_buckets":{"deposit":"f2083491-85fd-4d7a-a129-198ba6ba9756"},"_deposit":{"created_by":2,"id":"407","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"407"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000407","sets":["1"]},"author_link":["9853","9852"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006-03-18","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"36","bibliographicPageEnd":"128","bibliographicPageStart":"121","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, based on the lateral loading tests results of L-, T-, H-shaped core walls and wall columns, edge confinement index was proposed. The relationship between edge confinement index and 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":"10.57375/00000401","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":"TF00008860","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":"9852","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nakachi, Tadaharu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"9853","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":"KJ00004437929.pdf","filesize":[{"value":"519.2 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KJ00004437929.pdf","url":"https://fut.repo.nii.ac.jp/record/407/files/KJ00004437929.pdf"},"version_id":"59b16de8-73ac-4804-98e7-72ecd6193559"}]},"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端部拘束による靭性確保に関する実験的研究","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端部拘束による靭性確保に関する実験的研究"},{"subitem_title":"Experimental Study on Flexural Ductility Enhancement of Reinforced Concrete Walls by Edge Confinement","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":"407","relation_version_is_last":true,"title":["鉄筋コンクリート造耐震壁の端部拘束による靭性確保に関する実験的研究"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:33:09.124288+00:00"}