{"created":"2023-05-15T11:43:15.634864+00:00","id":2904,"links":{},"metadata":{"_buckets":{"deposit":"ace9519d-7fb9-4365-9613-e38f9e1bd04d"},"_deposit":{"created_by":1,"id":"2904","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2904"},"status":"published"},"_oai":{"id":"oai:kanagawa-u.repo.nii.ac.jp:00002904","sets":["237:238:239"]},"author_link":["5740","5741"],"item_7_alternative_title_20":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"EXPERIMENTAL STUDY ON RESIDUAL AXIS LOAD CAPACITY OF REINFORCED CONCRETE COLUMN1"}]},"item_7_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-03-30","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"637","bibliographicPageEnd":"542","bibliographicPageStart":"537","bibliographicVolumeNumber":"74","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集"}]}]},"item_7_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Shear failure of columns may lead to collapse for existence buildings. After a severe earthquake, some buildings collapsed by loss of axial capacity of the\ncolumns, however, some buildings have stayed even many columns were fractured by shear. For the examination of building collapse, it is required to\ninvestigate the axial load capacity of the columns after shear failure and to analyze the building performance using the pertinent analytical model for the\ncolumns. This paper investigates the analytical model for the collapse analysis of a building based on Yoshimura’s concept of the failure surface contraction.\nThe reduction rate was obtained as a function of the maximum deformation, shear margin ratio, and so on, using the regression analysis of experimental\nresults. The tested results are explained by this formula with good agreement.00","subitem_description_type":"Abstract"}]},"item_7_description_40":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"Article","subitem_description_type":"Other"}]},"item_7_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"カテゴリーⅡ","subitem_description_type":"Other"},{"subitem_description":"rights:日本建築学会　rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである　relation: isVersionOf: http://ci.nii.ac.jp/naid/110007137352","subitem_description_type":"Other"}]},"item_7_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会"}]},"item_7_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1340-4202","subitem_source_identifier_type":"ISSN"}]},"item_7_version_type_16":{"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":"島崎, 和司"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Shimazaki, Kazushi"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-11-16"}],"displaytype":"detail","filename":"0802569.pdf","filesize":[{"value":"890.7 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"0802569.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2904/files/0802569.pdf"},"version_id":"3a50dd2e-600e-4e8f-ab58-b639613f36a7"},{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-11-16"}],"displaytype":"detail","filename":"110007137352.pdf","filesize":[{"value":"987.2 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"110007137352.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2904/files/110007137352.pdf"},"version_id":"59c57a36-b32e-46f1-9884-b73bdc36c184"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Reinforced concrete structure","subitem_subject_scheme":"Other"},{"subitem_subject":"column","subitem_subject_scheme":"Other"},{"subitem_subject":"damage level","subitem_subject_scheme":"Other"},{"subitem_subject":"shear span ratio","subitem_subject_scheme":"Other"},{"subitem_subject":"Residual Axis Load Capacity","subitem_subject_scheme":"Other"},{"subitem_subject":"鉄筋コンクリート構造","subitem_subject_scheme":"Other"},{"subitem_subject":"柱","subitem_subject_scheme":"Other"},{"subitem_subject":"損傷レベル","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断スパン比","subitem_subject_scheme":"Other"},{"subitem_subject":"残存軸耐力","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"ＲＣ造柱の地震後の残存軸耐力に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ＲＣ造柱の地震後の残存軸耐力に関する研究"}]},"item_type_id":"7","owner":"1","path":["239"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-09-21"},"publish_date":"2010-09-21","publish_status":"0","recid":"2904","relation_version_is_last":true,"title":["ＲＣ造柱の地震後の残存軸耐力に関する研究"],"weko_creator_id":"1","weko_shared_id":1},"updated":"2023-05-15T17:17:59.421641+00:00"}