{"created":"2021-03-01T06:40:22.099999+00:00","id":22641,"links":{},"metadata":{"_buckets":{"deposit":"9fc76b5f-3518-431d-802c-9b0408df9a84"},"_deposit":{"id":"22641","owners":[],"pid":{"revision_id":0,"type":"depid","value":"22641"},"status":"published"},"_oai":{"id":"oai:repository.dl.itc.u-tokyo.ac.jp:00022641","sets":["171:1108:1996:2010","9:504:1111:1998:2011"]},"item_4_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1965-06-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"6","bibliographicPageEnd":"149","bibliographicPageStart":"143","bibliographicVolumeNumber":"17","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":"前報(Vol.16 No.7)の組合せ応力をうける鉄筋コンクリート部材のせん断終局耐力理論に引続き,解析に必要なσ-τinteraction curveについて実験的に検討を行なったものである.圧縮側におけるコンクリート部分の軸圧縮力とせん断応力の分布状態はスターラップ量およびコンクリート強度,シヤースパン比の変化に伴ってどのように変化し,さらにせん断負担能力に影響をおよぼすか,鉄筋コンクリートはり部材について中形試験体で実験を行なった.結果の解析については紙面の都合上すべてを報告することができないので本報では実験結果のみとし,次報に解析結果について詳述する予定である.","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"},{"subitem_text_value":"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":"114394","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"末永, 保美"}],"nameIdentifiers":[{"nameIdentifier":"114395","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":"sk017006002.pdf","filesize":[{"value":"810.0 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"sk017006002.pdf","url":"https://repository.dl.itc.u-tokyo.ac.jp/record/22641/files/sk017006002.pdf"},"version_id":"26e9154e-8e2b-47e7-a590-aad77c6345f9"}]},"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":"組合せ応力をうける鉄筋コンクリートはり部材の終局せん断耐力理論および実験 : その2 せん断力をうける鉄筋コンクリートはり部材のコンクリート部分の挙動についての基礎的な実験No.1","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"組合せ応力をうける鉄筋コンクリートはり部材の終局せん断耐力理論および実験 : その2 せん断力をうける鉄筋コンクリートはり部材のコンクリート部分の挙動についての基礎的な実験No.1"}]},"item_type_id":"4","owner":"1","path":["2010","2011"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-12-24"},"publish_date":"2009-12-24","publish_status":"0","recid":"22641","relation_version_is_last":true,"title":["組合せ応力をうける鉄筋コンクリートはり部材の終局せん断耐力理論および実験 : その2 せん断力をうける鉄筋コンクリートはり部材のコンクリート部分の挙動についての基礎的な実験No.1"],"weko_creator_id":"1","weko_shared_id":null},"updated":"2022-12-19T04:00:37.872764+00:00"}