{"created":"2023-05-15T11:44:21.626980+00:00","id":4315,"links":{},"metadata":{"_buckets":{"deposit":"7ec422a2-f6ef-44e1-ac66-733841dbdb38"},"_deposit":{"created_by":1,"id":"4315","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"4315"},"status":"published"},"_oai":{"id":"oai:kanagawa-u.repo.nii.ac.jp:00004315","sets":["237:249:271:274"]},"author_link":["14421","14422"],"item_6_alternative_title_20":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Eximental study odual axis loadity of reinforced concrete column"}]},"item_6_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008-03-31","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 2009年3月"}]}]},"item_6_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 columns，however， some buildings have stayed even many columns were fractured by shear．For the examinaton of building collapse，it is required to investigate 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 analydid of experimental results．\nThe tested results are explained by this formula with good agreement．","subitem_description_type":"Abstract"}]},"item_6_description_40":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"Article","subitem_description_type":"Other"}]},"item_6_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"研究報告書ページ(113)-(118)","subitem_description_type":"Other"}]},"item_6_description_6":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"学術フロンティア研究プロジェクト(2005年度～2009年度)　2008年度　研究成果報告書","subitem_description_type":"Other"}]},"item_6_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"神奈川大学"}]},"item_6_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":"2018-11-19"}],"displaytype":"detail","filename":"2008-28.pdf","filesize":[{"value":"3.7 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"2008-28.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/4315/files/2008-28.pdf"},"version_id":"3e853d04-11f4-457c-8d53-9b2c2c449203"}]},"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":"research report","resourceuri":"http://purl.org/coar/resource_type/c_18ws"}]},"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":"6","owner":"1","path":["274"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-11-05"},"publish_date":"2012-11-05","publish_status":"0","recid":"4315","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":"2023-05-15T16:14:16.441130+00:00"}