{"created":"2023-07-27T06:27:37.685463+00:00","id":11857,"links":{},"metadata":{"_buckets":{"deposit":"0b122407-b779-4642-9202-ad93375132ce"},"_deposit":{"created_by":3,"id":"11857","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"11857"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00011857","sets":["934:941:1024:1040"]},"author_link":["111112","112752","18276","1026","18572","18635","112690","24195","72457","18326"],"item_7_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1962-06-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"39","bibliographicPageStart":"34","bibliographicVolumeNumber":"3","bibliographic_titles":[{"bibliographic_title":"金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University"}]}]},"item_7_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This paper describes the measurement of the prestress transferred at the· erection of a 3-span continuous composite girder in Tateyama highway bridge crossing the Joganji river in Toyama prefecture, and the comparison of the result with the calculated value.\nThis bridge was designed and constructed to act as a composite girder on the intermediate supports as well as elsewhere by canceling the tensile stress of concrete slab due, to various· vertical loads with the compressive prestress transferred by the lowering of the girder on the intermediate supports and tensioning of the steel bars arranged in the concrete slab near those supports.","subitem_description_type":"Abstract"}]},"item_7_full_name_35":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"112690","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Hoda, Ichibee"}]},{"nameIdentifiers":[{"nameIdentifier":"72457","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"30019690","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=30019690"}],"names":[{"name":"Hasaba, Shigemasa"}]},{"nameIdentifiers":[{"nameIdentifier":"111112","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"20019714","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=20019714"}],"names":[{"name":"Kobori, Tameo"}]},{"nameIdentifiers":[{"nameIdentifier":"24195","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70019727","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=70019727"}],"names":[{"name":"Yoshida, Hiroshi"}]},{"nameIdentifiers":[{"nameIdentifier":"112752","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Sakai, Masao"}]}]},"item_7_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00011844","subitem_identifier_reg_type":"JaLC"}]},"item_7_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"金沢大学工学部 = Faculty of Technology Kanazawa University"}]},"item_7_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN00044309","subitem_source_identifier_type":"NCID"}]},"item_7_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0022-832X","subitem_source_identifier_type":"ISSN"}]},"item_7_version_type_25":{"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":"保田, 市兵衛"}],"nameIdentifiers":[{"nameIdentifier":"18572","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"枷場, 重正"}],"nameIdentifiers":[{"nameIdentifier":"1026","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"30019690","nameIdentifierScheme":"金沢大学研究者情報","nameIdentifierURI":"http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=30019690"},{"nameIdentifier":"30019690","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000030019690"}]},{"creatorNames":[{"creatorName":"小堀, 為雄"}],"nameIdentifiers":[{"nameIdentifier":"18276","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"20019714","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=20019714"},{"nameIdentifier":"20019714","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000020019714"}]},{"creatorNames":[{"creatorName":"吉田, 博"}],"nameIdentifiers":[{"nameIdentifier":"18326","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"70019727","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=70019727"}]},{"creatorNames":[{"creatorName":"酒井, 雅夫"}],"nameIdentifiers":[{"nameIdentifier":"18635","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":"2017-10-03"}],"displaytype":"detail","filename":"AN00044309-3-1-34.pdf","filesize":[{"value":"229.3 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"AN00044309-3-1-34.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/11857/files/AN00044309-3-1-34.pdf"},"version_id":"76891234-3d44-4f70-8a0c-435a01c75489"}]},"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":"連続合成桁橋の架設時における導入応力の測定について [第1報]","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"連続合成桁橋の架設時における導入応力の測定について [第1報]"},{"subitem_title":"On the measurement of transferred prestress at the erection of the composite girder bridge","subitem_title_language":"en"}]},"item_type_id":"7","owner":"3","path":["1040"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"11857","relation_version_is_last":true,"title":["連続合成桁橋の架設時における導入応力の測定について [第1報]"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-07-27T09:03:03.790054+00:00"}