{"created":"2023-06-19T11:37:33.941493+00:00","id":4921,"links":{},"metadata":{"_buckets":{"deposit":"9936275b-70fb-45d1-9799-f70108f99bb2"},"_deposit":{"created_by":13,"id":"4921","owners":[13],"pid":{"revision_id":0,"type":"depid","value":"4921"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:00004921","sets":["366:367:368:384"]},"author_link":["10465","10466","10467"],"item_4_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1991-12-20","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"60","bibliographicPageStart":"51","bibliographicVolumeNumber":"16","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":"Firstly, discussion is carried out on the magnitude of lateral confining pressure required to keep concrete ductile under compression for various strength level. Next, the reinforcing efficiency of various types of lateral reinforcement is evaluated. The compressive deformation behavior of confined concretes can be predicted only by putting the presently introduced reinforcing efficiency and the lateral pressure calculated from the volume of reinforcement into a constitutive model proposed earlier.","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":"構成モデルに基づく各種横拘束コンクリートの圧縮靭性の統一評価"}]},"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":[{}]},{"creatorNames":[{"creatorName":"Tanigawa, Yasuo","creatorNameLang":"en"},{"creatorName":"谷川, 恭雄","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Hattori, Hiroki","creatorNameLang":"en"},{"creatorName":"服部, 宏己","creatorNameLang":"ja"}],"nameIdentifiers":[{}]}]},"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":"AA008163410160008.PDF","filesize":[{"value":"482.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AA008163410160008.PDF","url":"https://mie-u.repo.nii.ac.jp/record/4921/files/AA008163410160008.PDF"},"version_id":"5ca35c7b-f0ed-42b7-a319-32e00f4f6995"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"confined concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"constitutive relation","subitem_subject_scheme":"Other"},{"subitem_subject":"compressive toughness","subitem_subject_scheme":"Other"},{"subitem_subject":"stress-strain relation","subitem_subject_scheme":"Other"},{"subitem_subject":"ductility","subitem_subject_scheme":"Other"},{"subitem_subject":"lateral pressure","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":"Systematic Evaluation of Compressive Toughness of Confined Concretes Based on Constitutive Model","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Systematic Evaluation of Compressive Toughness of Confined Concretes Based on Constitutive Model","subitem_title_language":"en"}]},"item_type_id":"4","owner":"13","path":["384"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-07-02"},"publish_date":"2007-07-02","publish_status":"0","recid":"4921","relation_version_is_last":true,"title":["Systematic Evaluation of Compressive Toughness of Confined Concretes Based on Constitutive Model"],"weko_creator_id":"13","weko_shared_id":-1},"updated":"2023-10-05T05:32:10.098848+00:00"}