{"created":"2023-06-20T13:42:36.014134+00:00","id":131,"links":{},"metadata":{"_buckets":{"deposit":"1b6c2206-ddec-4320-b465-4f9f7001abf4"},"_deposit":{"created_by":2,"id":"131","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"131"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000131","sets":["1"]},"author_link":["8901","8900"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008-05-31","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"38","bibliographicPageEnd":"178","bibliographicPageStart":"171","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 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 lateral loading tests of core walls were analyzed using three-dimensional nonlinear finite element method. As a result of analysis, the influence of confinement effect of concrete at the area near the corner of the core walls to the deformation capacity was shown.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000125","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":"TF00008584","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":"8900","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nakachi, Tadaharu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"8901","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":"KJ00005074528.pdf","filesize":[{"value":"587.1 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KJ00005074528.pdf","url":"https://fut.repo.nii.ac.jp/record/131/files/KJ00005074528.pdf"},"version_id":"858c4747-1d4c-4d3f-871d-24b1c3ffc29c"}]},"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コア壁の有限要素解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鉄筋コンクリート造コア壁の有限要素解析"},{"subitem_title":"Finite Element Analysis on Reinforced Concrete Core Walls","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-03-23"},"publish_date":"2009-03-23","publish_status":"0","recid":"131","relation_version_is_last":true,"title":["鉄筋コンクリート造コア壁の有限要素解析"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:39:20.462160+00:00"}