{"created":"2023-06-19T11:37:31.599792+00:00","id":4866,"links":{},"metadata":{"_buckets":{"deposit":"3c8a2cf5-595e-4cc8-a481-153537587c37"},"_deposit":{"created_by":13,"id":"4866","owners":[13],"pid":{"revision_id":0,"type":"depid","value":"4866"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:00004866","sets":["366:367:368:380"]},"author_link":["10320","10321"],"item_4_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1987-12-20","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"76","bibliographicPageStart":"65","bibliographicVolumeNumber":"12","bibliographic_titles":[{"bibliographic_title":"Research reports of the Faculty of Engineering, Mie University"}]}]},"item_4_description_14":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_4_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"For the improvement of a plastic deformation analysis of RC beams, a simple plastic hinge model was proposed, based on the experimental data obtained earlier. The proposed model considers the effects of various factors such as the compressive toughness of concrete, shear span length of a beam, etc. on the spread of the plastic zone of the RC beams of flexural failure predominating type. It was found that by using the proposed model, accuracy of the prediction of the plastic deformation of RC beams from stress-strain relationships of constitutive materials can be remarkably improved.","subitem_description_type":"Abstract"}]},"item_4_publisher_30":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Faculty of Engineering, Mie University"}]},"item_4_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0385-6208","subitem_source_identifier_type":"PISSN"}]},"item_4_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA00816341","subitem_source_identifier_type":"NCID"}]},"item_4_text_18":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_text_language":"ja","subitem_text_value":"曲げを受ける鉄筋コンクリート梁部材の靭性に関する解析的研究"}]},"item_4_text_65":{"attribute_name":"資源タイプ（三重大）","attribute_value_mlt":[{"subitem_text_value":"Departmental Bulletin Paper / 紀要論文"}]},"item_4_version_type_15":{"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":"Hatanaka, Shigemitsu","creatorNameLang":"en"},{"creatorName":"畑中, 重光","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"10320","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Tanigawa, Yasuo","creatorNameLang":"en"},{"creatorName":"谷川, 恭雄","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"10321","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":"2017-02-18"}],"displaytype":"detail","filename":"AA008163410120008.PDF","filesize":[{"value":"586.4 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AA008163410120008.PDF","url":"https://mie-u.repo.nii.ac.jp/record/4866/files/AA008163410120008.PDF"},"version_id":"47ceea15-a2d9-4ca4-bf95-54c39be05232"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"reinforced concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"beams","subitem_subject_scheme":"Other"},{"subitem_subject":"ductility","subitem_subject_scheme":"Other"},{"subitem_subject":"plastic hinge","subitem_subject_scheme":"Other"},{"subitem_subject":"flexure","subitem_subject_scheme":"Other"},{"subitem_subject":"moment-curvature relationships","subitem_subject_scheme":"Other"},{"subitem_subject":"stress-strain relationships","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"Analytical Study on Ductility of Reinforced Concrete Beams under Flexure","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Analytical Study on Ductility of Reinforced Concrete Beams under Flexure","subitem_title_language":"en"}]},"item_type_id":"4","owner":"13","path":["380"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-07-02"},"publish_date":"2007-07-02","publish_status":"0","recid":"4866","relation_version_is_last":true,"title":["Analytical Study on Ductility of Reinforced Concrete Beams under Flexure"],"weko_creator_id":"13","weko_shared_id":-1},"updated":"2023-10-05T04:52:48.913722+00:00"}