{"created":"2023-05-15T16:36:24.119512+00:00","id":9425,"links":{},"metadata":{"_buckets":{"deposit":"efe42538-cda6-4843-a17c-71b34e5bc9c2"},"_deposit":{"created_by":2,"id":"9425","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"9425"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00009425","sets":["14:21"]},"author_link":["38046","38042","38044","38045","38037","38041","38043","38038","38039","38040"],"item_2_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Analytical study on reducing number of bearings of continuous composite hollow slab bridges"}]},"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1006","bibliographicPageStart":"999","bibliographicVolumeNumber":"56A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集"}]}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Composite slab bridges have been widely adopted and have growing needs for continuous bridges because of their low girder height. The supports of continuous composite slab bridges should have more complicated structures and require wider space, compared to those of simply supported bridges. Thus, it is difficult to place a bearing under each main girder, as in constructing a simply supported bridge, when it has relatively short intervals between girders. In this study, the possibility of reducing number of bearings is evaluated by a series of three-dimensional finite element analyses.","subitem_description_type":"Abstract"}]},"item_2_description_63":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"構造工学論文集, 56A, pp.999-1006; 2010","subitem_description_type":"Other"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"38042","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Nakamura, Shozo"}]},{"nameIdentifiers":[{"nameIdentifier":"38043","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Matsumoto, Hisayuki"}]},{"nameIdentifiers":[{"nameIdentifier":"38044","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Takahashi, Kazuo"}]},{"nameIdentifiers":[{"nameIdentifier":"38045","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Kumano, Takuji"}]},{"nameIdentifiers":[{"nameIdentifier":"38046","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Kojima, Minoru"}]}]},"item_2_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会"}]},"item_2_rights_13":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 2010 社団法人　土木学会"}]},"item_2_text_62":{"attribute_name":"出版者別言語","attribute_value_mlt":[{"subitem_text_value":"Japan Society of Civil Engineers"}]},"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":"中村, 聖三"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"松本, 幸久"}],"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":"2020-12-22"}],"displaytype":"detail","filename":"JSE56A_999.pdf","filesize":[{"value":"1.4 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE56A_999.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/9425/files/JSE56A_999.pdf"},"version_id":"d72d1365-edc2-492a-9f48-6d8b22a5d2f3"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"composite slab bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"support","subitem_subject_scheme":"Other"},{"subitem_subject":"filling concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"3D finite element analysis","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":"打下しコンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"3次元有限要素解析","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承削減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承削減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":"2012-12-14"},"publish_date":"2012-12-14","publish_status":"0","recid":"9425","relation_version_is_last":true,"title":["連続中空合成床版橋の支承削減に関する解析的検討"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T01:46:19.681139+00:00"}