{"created":"2023-06-20T13:42:31.617670+00:00","id":37,"links":{},"metadata":{"_buckets":{"deposit":"4b5dde8c-0b0d-4d7d-a8f7-f671f6fa468b"},"_deposit":{"created_by":2,"id":"37","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"37"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000037","sets":["1"]},"author_link":["8468","8469"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2013-07-16","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"43","bibliographicPageEnd":"152","bibliographicPageStart":"144","bibliographic_titles":[{"bibliographic_title":"福井工業大学研究紀要"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This study is planed to clarify the seismic performance for existing steel structure using rolled-H section members. The cyclic loading tests of five welded beam-to-column connections are reported. From the results of these tests, the hysteresis characteristics, the skeleton curve, the rotation rigidity, the ultimate strength and the cumulative rotation capacity are clarified.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000031","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":"TF00008490","subitem_relation_type_select":"NCID"}}]},"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":"8468","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"TSUJIOKA, Shizuo","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"8469","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":"144-152.pdf","filesize":[{"value":"5.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"144-152.pdf","url":"https://fut.repo.nii.ac.jp/record/37/files/144-152.pdf"},"version_id":"37d29d5f-b6aa-47d4-b9b6-472fa707b051"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"non-stiffener","subitem_subject_scheme":"Other"},{"subitem_subject":"semi-rigid","subitem_subject_scheme":"Other"},{"subitem_subject":"beam-to-column connection","subitem_subject_scheme":"Other"},{"subitem_subject":"triangular plate","subitem_subject_scheme":"Other"},{"subitem_subject":"seismic performance","subitem_subject_scheme":"Other"}]},"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":"既存鉄骨造における柱梁仕口の力学的挙動","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"既存鉄骨造における柱梁仕口の力学的挙動"},{"subitem_title":"Mechanical Behavior of Semi-Rigid Beam-to-Column Connection in Existing Steel Structure","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2013-07-16"},"publish_date":"2013-07-16","publish_status":"0","recid":"37","relation_version_is_last":true,"title":["既存鉄骨造における柱梁仕口の力学的挙動"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:40:43.433636+00:00"}