{"created":"2023-06-19T10:26:47.673411+00:00","id":5489,"links":{},"metadata":{"_buckets":{"deposit":"4f7095c2-322d-4f91-9b00-137556b05be3"},"_deposit":{"created_by":18,"id":"5489","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5489"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005489","sets":["46"]},"author_link":["483","45108","480","36423"],"control_number":"5489","item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1989-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"105","bibliographicPageStart":"97","bibliographicVolumeNumber":"35","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. A","bibliographic_titleLang":"ja"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this paper, the initial connection stiffness and ultimate moment carrying capacity of semi-rigid steel beam-to-column angle connections were formulated. In the formulation, a simple analytical procedure for modeling each connection type was used. Three parameter power model taking the values estimated here which was proposed Richard and Abbott was applied to compare with the experimental moment-rotation test data. Putting a suitable shape parameter, three power model can represent the characteristics of the experimental data.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_79_relation_15":{"attribute_name":"論文ID(NAID)","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"120004080492","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 1989 土木学会 ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、土木学会の承諾が必要です。","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"09108009","subitem_source_identifier_type":"PISSN"}]},"item_79_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10122872","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"510","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"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_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"KISHI, Norimitsu","creatorNameLang":"en"},{"creatorName":"岸, 徳光","creatorNameLang":"ja"},{"creatorName":"キシ, ノリミツ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"CHEN, Wai-Fah","creatorNameLang":"en"}],"familyNames":[{}],"givenNames":[{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNames":[{}]}],"creatorNames":[{"creatorName":"MATSUOKA, Ken-ichi","creatorNameLang":"en"},{"creatorName":"松岡, 健一","creatorNameLang":"ja"},{"creatorName":"マツオカ, ケンイチ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNames":[{}]}],"creatorNames":[{"creatorName":"能町, 純雄","creatorNameLang":"ja"},{"creatorName":"NOMACHI, Sumio","creatorNameLang":"en"},{"creatorName":"ノウマチ, スミオ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-02-15"}],"displaytype":"detail","filename":"JSE35A_97_1989.pdf","filesize":[{"value":"477.1 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE35A_97_1989.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/5489/files/JSE35A_97_1989.pdf"},"version_id":"d06ba3da-edee-4ceb-8c2e-3c5dc3b1b27c"}]},"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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"アングル材を用いた鋼梁-柱接合部の初期剛性と極限曲げ耐力の定式化","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"アングル材を用いた鋼梁-柱接合部の初期剛性と極限曲げ耐力の定式化","subitem_title_language":"ja"},{"subitem_title":"Formulation of initial connection stiffness and ultimate moment capacity of steel beam-to-column angle connections","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-05-09"},"publish_date":"2012-05-09","publish_status":"0","recid":"5489","relation_version_is_last":true,"title":["アングル材を用いた鋼梁-柱接合部の初期剛性と極限曲げ耐力の定式化"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-01-25T08:18:35.845689+00:00"}