{"created":"2023-05-15T16:34:09.564281+00:00","id":6662,"links":{},"metadata":{"_buckets":{"deposit":"a565c85d-5b0f-4eb4-aadd-4125933cf572"},"_deposit":{"created_by":2,"id":"6662","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"6662"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00006662","sets":["14:21"]},"author_link":["28067","28070","28074","28066","28068","28069","28073","28071","28065","28072"],"item_2_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Influence of the ModeIing of the Slab on the Nonlinear Seismic Analysis of the CFT Arch Bridge"}]},"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"468","bibliographicPageStart":"461","bibliographicVolumeNumber":"13","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":"It is required to make a model of floor slab appropriately in the analysis of an arch bridge. The exact model of the floor slab is proposed in this paper. Natural vibration analysis and nonlinear seismic response analysis of the Second Saikai Bridge are reported. The effect of the floor slab on the out-of-plane vibrations is more apparent that in the out-of-plane vibration modes. It is also found that the nonlinear out-of-plane seismic response of the arch rib is affected by modeling of the floor slab.","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, 13, pp.461-468; 2005","subitem_description_type":"Other"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"28070","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Mukai, Daigo"}]},{"nameIdentifiers":[{"nameIdentifier":"28071","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Yoshimura, Mitsuhiro"}]},{"nameIdentifiers":[{"nameIdentifier":"28072","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Wu, Qingxiong"}]},{"nameIdentifiers":[{"nameIdentifier":"28073","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Takahashi, Kazuo"}]},{"nameIdentifiers":[{"nameIdentifier":"28074","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Nakamura, Shozo"}]}]},"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":"向井, 大吾"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"吉村, 光弘"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"呉, 慶雄"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"高橋, 和雄"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"中村, 聖三"}],"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":"JCS13_461.pdf","filesize":[{"value":"493.6 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JCS13_461.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/6662/files/JCS13_461.pdf"},"version_id":"ca796599-dd7d-42a6-84e7-4c1254524651"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"CFTアーチ橋","subitem_subject_scheme":"Other"},{"subitem_subject":"床版のモデル化","subitem_subject_scheme":"Other"},{"subitem_subject":"非線形地震応答","subitem_subject_scheme":"Other"},{"subitem_subject":"CFT arch bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"Modeling of the slab","subitem_subject_scheme":"Other"},{"subitem_subject":"nonlinear seismic response","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":"CFTアーチ橋の非線形地震応答に及ぼす床版のモデル化の影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"CFTアーチ橋の非線形地震応答に及ぼす床版のモデル化の影響"}]},"item_type_id":"2","owner":"2","path":["21"],"pubdate":{"attribute_name":"公開日","attribute_value":"2013-09-12"},"publish_date":"2013-09-12","publish_status":"0","recid":"6662","relation_version_is_last":true,"title":["CFTアーチ橋の非線形地震応答に及ぼす床版のモデル化の影響"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T02:40:20.883399+00:00"}