{"created":"2023-05-15T16:34:09.914398+00:00","id":6670,"links":{},"metadata":{"_buckets":{"deposit":"2a96a2a3-0bf1-43b0-a040-302447a188a1"},"_deposit":{"created_by":2,"id":"6670","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"6670"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00006670","sets":["14:21"]},"author_link":["28134","28130","28132","28131","28135","28136","28127","28129","28133","28128"],"item_2_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Analytical study on structural simplification of support area in continuous composite hollow slab bridge"}]},"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"160","bibliographicPageStart":"153","bibliographicVolumeNumber":"16","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":"Composite slab bridges are being increasingly employed because of their many design advantages. In standard composite slab bridges, a bearing is generally allocated under each main girder. However, if the composite slab bridge has long span or continuous girder, the configuration near support may become complex due to the large size of bearing. Because of those factors, in this study, a series of 3D finite element analysis is carried out in order to propose the configuration which can reduce the number of bearings.","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, 16, pp.153-160;2008","subitem_description_type":"Other"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"28132","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Matsumoto, Hisayuki"}]},{"nameIdentifiers":[{"nameIdentifier":"28133","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Nakamura, Shozo"}]},{"nameIdentifiers":[{"nameIdentifier":"28134","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Takahashi, Kazuo"}]},{"nameIdentifiers":[{"nameIdentifier":"28135","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Kumano, Takuji"}]},{"nameIdentifiers":[{"nameIdentifier":"28136","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Kojima, Minoru"}]}]},"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":"松本, 久幸"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"中村, 聖三"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"高橋, 和雄"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"熊野, 拓志"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"小島, 実"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-12-21"}],"displaytype":"detail","filename":"JCS16_153.pdf","filesize":[{"value":"1.7 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JCS16_153.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/6670/files/JCS16_153.pdf"},"version_id":"e66adcb1-e341-4ed2-9610-e9c63531927d"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"打下しコンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"合成床版橋","subitem_subject_scheme":"Other"},{"subitem_subject":"支承","subitem_subject_scheme":"Other"},{"subitem_subject":"FEM解析","subitem_subject_scheme":"Other"},{"subitem_subject":"Filling concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"Composite slab bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"Bearing","subitem_subject_scheme":"Other"},{"subitem_subject":"Finite element analysis","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"連続中空合成床版橋の支点部簡素化に関する解析的検討","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"連続中空合成床版橋の支点部簡素化に関する解析的検討"}]},"item_type_id":"2","owner":"2","path":["21"],"pubdate":{"attribute_name":"公開日","attribute_value":"2013-09-13"},"publish_date":"2013-09-13","publish_status":"0","recid":"6670","relation_version_is_last":true,"title":["連続中空合成床版橋の支点部簡素化に関する解析的検討"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T02:40:07.157639+00:00"}