{"created":"2023-05-15T16:36:26.700779+00:00","id":9485,"links":{},"metadata":{"_buckets":{"deposit":"ae8b1163-3275-4639-98eb-c8765754f879"},"_deposit":{"created_by":2,"id":"9485","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"9485"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00009485","sets":["14:21"]},"author_link":["38287","38286","38289","38288","38291","38290"],"item_2_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Comparison between multinational criteria for stability of steel arch bridges"}]},"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2011-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"280","bibliographicPageStart":"273","bibliographicVolumeNumber":"19","bibliographic_titles":[{"bibliographic_title":"鋼構造年次論文報告集"},{"bibliographic_title":"Journal of constructional steel","bibliographic_titleLang":"en"}]}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Multinational criteria for stability of steel arach bridge were analyzed, Inadequacies of criteria were discussed briefly. According to multinational criteria, the influence of rise to span ratio on in-plane critical flexure load, and rise to span ratio, the ratio γ of the length of the arch part stiffened by lateral baraces to the total length of the arch rib and arch rib spacing affecting on the out-of-plane critical flexure load were studied by employing a steel arch bridge. The results show that due to the different assumptions in multinational criteria, the parameters of rise to span ratio, γ-value and arch rib spacing has different influence on in-plane and out-of-plane critical flexure load, respectively.","subitem_description_type":"Abstract"}]},"item_2_description_63":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"鋼構造年次論文報告集, 19, pp.273-280; 2011","subitem_description_type":"Other"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"38289","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Chen, KangMing"}]},{"nameIdentifiers":[{"nameIdentifier":"38290","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Nakamura, Shozo"}]},{"nameIdentifiers":[{"nameIdentifier":"38291","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Takahashi, Kazuo"}]}]},"item_2_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本鋼構造協会"}]},"item_2_rights_13":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 日本鋼構造協会"}]},"item_2_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12357809","subitem_source_identifier_type":"NCID"}]},"item_2_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18815367","subitem_source_identifier_type":"ISSN"}]},"item_2_text_62":{"attribute_name":"出版者別言語","attribute_value_mlt":[{"subitem_text_value":"Japanese Society of Steel Construction"}]},"item_2_version_type_16":{"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":"陳, 康明"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"中村, 聖三"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"高橋, 和雄"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-12-22"}],"displaytype":"detail","filename":"JCS19_273.pdf","filesize":[{"value":"528.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JCS19_273.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/9485/files/JCS19_273.pdf"},"version_id":"0e65d055-a6f7-4717-a960-5b1f9297b6b0"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"設計基準比較","subitem_subject_scheme":"Other"},{"subitem_subject":"鋼アーチ橋","subitem_subject_scheme":"Other"},{"subitem_subject":"面内耐力","subitem_subject_scheme":"Other"},{"subitem_subject":"面外耐力","subitem_subject_scheme":"Other"},{"subitem_subject":"Multinational codes comparison","subitem_subject_scheme":"Other"},{"subitem_subject":"Steel arch bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"In-plane critical flexure load","subitem_subject_scheme":"Other"},{"subitem_subject":"Out-of-plane critical flezure load","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"鋼アーチ橋の安定に関する各国の設計基準比較","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鋼アーチ橋の安定に関する各国の設計基準比較"}]},"item_type_id":"2","owner":"2","path":["21"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-12-25"},"publish_date":"2012-12-25","publish_status":"0","recid":"9485","relation_version_is_last":true,"title":["鋼アーチ橋の安定に関する各国の設計基準比較"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T01:44:52.168210+00:00"}