{"created":"2023-06-20T16:41:06.255285+00:00","id":11516,"links":{},"metadata":{"_buckets":{"deposit":"883ad144-ead7-4b7c-b0e2-39065d1edfe9"},"_deposit":{"created_by":3,"id":"11516","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"11516"},"status":"published"},"_oai":{"id":"oai:kindai.repo.nii.ac.jp:00011516","sets":["14:923:1809:1827","21:3039:3610:3615"]},"author_link":["22153"],"item_2_biblio_info_21":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2011-07-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"14","bibliographicPageEnd":"45","bibliographicPageStart":"37","bibliographic_titles":[{"bibliographic_title":"かやのもり：近畿大学産業理工学部研究報告"},{"bibliographic_title":"Reports of School of Humanity-Oriented Science and Engineering, Kinki University","bibliographic_titleLang":"en"}]}]},"item_2_description_33":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"[Abstract] Axial deformation of RC columns may make elongation under the strong compressive axial stress during strong motion earthquakes. In this paper, the experimental data are ezamined into the axial deformation with also into the axial stiffness of RC columns in the one bay portal frame specimen. The magnitude of alternately cyclic vertical loads applied on the specimen frames was the values from compressive 26％ up to tensile 8％ of axial column compressive strength.","subitem_description_type":"Abstract"}]},"item_2_description_41":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_2_publisher_14":{"attribute_name":"出版者 名前","attribute_value_mlt":[{"subitem_publisher":"近畿大学産業理工学部"}]},"item_2_source_id_22":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"13495801","subitem_source_identifier_type":"ISSN"}]},"item_2_text_7":{"attribute_name":"著者(英)","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"Hiramatsu, Akira"}]},"item_2_text_8":{"attribute_name":"著者 所属","attribute_value_mlt":[{"subitem_text_value":"近畿大学産業理工学部建築・デザイン学科; 教授"}]},"item_2_text_9":{"attribute_name":"著者所属(翻訳)","attribute_value_mlt":[{"subitem_text_value":"Faculty of Humanity-Oriented Science and Engineering, Kinki University"}]},"item_2_version_type_12":{"attribute_name":"版","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":"平松,  晃"},{"creatorName":"ヒラマツ, アキラ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"22153","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":"2016-02-19"}],"displaytype":"detail","filename":"AA12013209-20110720-0037.pdf","filesize":[{"value":"3.7 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AA12013209-20110720-0037.pdf","url":"https://kindai.repo.nii.ac.jp/record/11516/files/AA12013209-20110720-0037.pdf"},"version_id":"24cc0450-95b3-4499-a371-ae6fbceac1dd"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"軸方向変形","subitem_subject_scheme":"Other"},{"subitem_subject":"荷重-歪関係","subitem_subject_scheme":"Other"},{"subitem_subject":"軸方向剛性","subitem_subject_scheme":"Other"},{"subitem_subject":"ＲＣ柱","subitem_subject_scheme":"Other"},{"subitem_subject":"弾性剛性","subitem_subject_scheme":"Other"},{"subitem_subject":"axial deformation","subitem_subject_scheme":"Other"},{"subitem_subject":"load-strain relationship","subitem_subject_scheme":"Other"},{"subitem_subject":"axial stiffness","subitem_subject_scheme":"Other"},{"subitem_subject":"RC column","subitem_subject_scheme":"Other"},{"subitem_subject":"elastic stiffness","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"〈論文〉正負交番繰返しの鉛直荷重と水平荷重を受けるＲＣ門形架構における柱の軸方向変形と軸方向剛性","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"〈論文〉正負交番繰返しの鉛直荷重と水平荷重を受けるＲＣ門形架構における柱の軸方向変形と軸方向剛性"}]},"item_type_id":"2","owner":"3","path":["1827","3615"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-01-27"},"publish_date":"2012-01-27","publish_status":"0","recid":"11516","relation_version_is_last":true,"title":["〈論文〉正負交番繰返しの鉛直荷重と水平荷重を受けるＲＣ門形架構における柱の軸方向変形と軸方向剛性"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-20T23:31:44.969703+00:00"}