{"created":"2023-06-20T13:42:49.052980+00:00","id":398,"links":{},"metadata":{"_buckets":{"deposit":"444f08a3-2372-49bc-833a-8c5d29640419"},"_deposit":{"created_by":2,"id":"398","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"398"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000398","sets":["1"]},"author_link":["9820","9821"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008-05-31","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"38","bibliographicPageEnd":"130","bibliographicPageStart":"125","bibliographic_titles":[{"bibliographic_title":"福井工業大学研究紀要. 第一部"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This study is planed to clarify the inelastic behavior and the failure characteristics of the eccentric web bolted beam joints. To examine the bending characteristics of this joints, the cyclic loading tests were conducted on nine full scale cantilever-type beams having a web bolted beam joint. The test parameters are the eccentricity of the joint, the magnitude of the hole clearance and the thickness of the web plate. The rotation stiffness, the slip strength, the yield strength, the skeleton curve and the hysteresis loop in the joint behavior are discussed. And then the ductility and the fluctuation characteristics of the bolt tension are investigated.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000392","subitem_identifier_reg_type":"JaLC"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"福井工業大学"}]},"item_10002_relation_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"TF00008851","subitem_relation_type_select":"NCID"}}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2868571","subitem_source_identifier_type":"ISSN"}]},"item_10002_version_type_20":{"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":"辻岡, 静雄"}],"nameIdentifiers":[{"nameIdentifier":"9820","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Tsujioka, Shizuo","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"9821","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":"2023-04-12"}],"displaytype":"detail","filename":"KJ00005074522.pdf","filesize":[{"value":"427.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KJ00005074522.pdf","url":"https://fut.repo.nii.ac.jp/record/398/files/KJ00005074522.pdf"},"version_id":"ecd29a87-e15c-49a8-a217-aed72c9ec279"}]},"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":"繰返し曲げを受ける偏心ウェブ接合梁継手の力学特性に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"繰返し曲げを受ける偏心ウェブ接合梁継手の力学特性に関する研究"},{"subitem_title":"Seismic Behavior of Steel Beams with Eccentric Web Bolted Friction-Slip Joints","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-03-23"},"publish_date":"2009-03-23","publish_status":"0","recid":"398","relation_version_is_last":true,"title":["繰返し曲げを受ける偏心ウェブ接合梁継手の力学特性に関する研究"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:33:20.720145+00:00"}