{"created":"2021-03-01T06:40:30.002257+00:00","id":22763,"links":{},"metadata":{"_buckets":{"deposit":"3c1cdf04-8898-4e87-936f-d3f741d6539b"},"_deposit":{"id":"22763","owners":[],"pid":{"revision_id":0,"type":"depid","value":"22763"},"status":"published"},"_oai":{"id":"oai:repository.dl.itc.u-tokyo.ac.jp:00022763","sets":["171:1108:2022:2034","9:504:1111:2024:2035"]},"item_4_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1964-07-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"7","bibliographicPageEnd":"200","bibliographicPageStart":"194","bibliographicVolumeNumber":"16","bibliographic_titles":[{"bibliographic_title":"生産研究"}]}]},"item_4_description_13":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_4_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"従来鉄筋コンクリート部材の終局せん断耐力については国内,外を問わず十分な理論解析が行なわれていない.本報告は筆者らが数年前に発表したはりのせん断理論式を基として,簡略な半理論式への導入,およびせん断力と軸力,曲げモーメントを受ける柱の終局耐力式を導出した.鉄筋コンクリートはり・柱部材のせん断破壊は多くの実験的事実をもってしても,なお,不明の点が多く,せん断破壊に影響する要素が非常に多く,かつその要素が互いに関連し合っている.ここでは,はり・柱部材がShear Compression failureする場合について述べる.","subitem_description_type":"Abstract"}]},"item_4_publisher_20":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"東京大学生産技術研究所"}]},"item_4_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00127075","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0037105X","subitem_source_identifier_type":"ISSN"}]},"item_4_subject_15":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"500","subitem_subject_scheme":"NDC"}]},"item_4_text_21":{"attribute_name":"出版者別名","attribute_value_mlt":[{"subitem_text_value":"Institute of Industrial Science. University of Tokyo"}]},"item_4_text_4":{"attribute_name":"著者所属","attribute_value_mlt":[{"subitem_text_value":"東京大学生産技術研究所 建築構造学 |Institute of Industrial Science. University of Tokyo"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"坪井, 善勝"}],"nameIdentifiers":[{"nameIdentifier":"114649","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"田中, 尚"}],"nameIdentifiers":[{"nameIdentifier":"114650","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"末永, 保美"}],"nameIdentifiers":[{"nameIdentifier":"114651","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":"2017-06-26"}],"displaytype":"detail","filename":"sk016007002.pdf","filesize":[{"value":"478.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"sk016007002.pdf","url":"https://repository.dl.itc.u-tokyo.ac.jp/record/22763/files/sk016007002.pdf"},"version_id":"af681ae6-d9c5-4278-b0e1-434e3f693a73"}]},"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":"研究解説 : 鉄筋コンクリートはり・柱部材のせん断終局耐力について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"研究解説 : 鉄筋コンクリートはり・柱部材のせん断終局耐力について"}]},"item_type_id":"4","owner":"1","path":["2034","2035"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-12-24"},"publish_date":"2009-12-24","publish_status":"0","recid":"22763","relation_version_is_last":true,"title":["研究解説 : 鉄筋コンクリートはり・柱部材のせん断終局耐力について"],"weko_creator_id":"1","weko_shared_id":null},"updated":"2022-12-19T04:00:48.975016+00:00"}