{"created":"2023-07-27T06:27:36.214477+00:00","id":11822,"links":{},"metadata":{"_buckets":{"deposit":"2bc73210-ac6e-4c48-b880-5e961c9a20f8"},"_deposit":{"created_by":3,"id":"11822","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"11822"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00011822","sets":["934:941:1024:1037"]},"author_link":["111112","24195","18276","18326"],"item_7_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1964-11-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"4","bibliographicPageEnd":"64","bibliographicPageStart":"56","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_creator_34":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Kobori, Tameo"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Yoshida, Hiroshi"}],"nameIdentifiers":[{},{}]}]},"item_7_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this paper, the authors describe the results of measurement of static and dynamic responses of the curved beam bridge (Ushirodani bridge, the radius of curvature of the inside girder and the outside girder of the bridge is 20.7m and 25.5m, respectively, and interior angle is 55°) under a live load. \nThese results were measured by wire strain gauges and deflection gauges, and compared with the designed values, and it was found that \n(1)in actual, this bridge was acted as composite girder for all that was designed as uncomposite girder, \n(2)natural frequency of this bridge was 7cps, impact coefficient was 0.3 ~ 0.7.","subitem_description_type":"Abstract"}]},"item_7_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00011809","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":"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"}]}]},"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":"AN00044309-3-4-56.pdf","filesize":[{"value":"227.3 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"AN00044309-3-4-56.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/11822/files/AN00044309-3-4-56.pdf"},"version_id":"3f542769-a598-41e6-b1c0-e39b21345c27"}]},"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":"曲線橋 (後谷橋) の載荷試験について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"曲線橋 (後谷橋) の載荷試験について"},{"subitem_title":"Static and Dynamic Responses of the Curved Beam Bridge : Ushirodani Bridge","subitem_title_language":"en"}]},"item_type_id":"7","owner":"3","path":["1037"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"11822","relation_version_is_last":true,"title":["曲線橋 (後谷橋) の載荷試験について"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-07-27T09:04:47.038916+00:00"}