{"created":"2023-05-15T16:34:08.930585+00:00","id":6647,"links":{},"metadata":{"_buckets":{"deposit":"5d8526e4-c6e0-477f-8c1b-e49b6999db8f"},"_deposit":{"created_by":2,"id":"6647","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"6647"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00006647","sets":["14:21"]},"author_link":["27967","27966","27968","27965"],"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"24","bibliographicPageStart":"17","bibliographicVolumeNumber":"12","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":"Static pushover analysis, linear and non-linear dynamic response analyses were carried out for six steel arch bridge models having different Arch Rise/Span Length ratios or arch rib distances. Based on the results of these analyses, the applicability of equal energy assumption in out-of-plane direction was examined. Although safety side estimation was achieved by the assumption, the results were too conservative in many cases. For the applicability of the assumption some tendencies were found and correction functions were established to improve the accuracy based on these tendencies.","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, 12, pp.17-24; 2004","subitem_description_type":"Other"}]},"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":"Cetinkaya, Osman Tunc"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Nakamura, Shozo"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Takahashi, Kazuo"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Wu, Qingxiong"}],"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":"JCS12_17.pdf","filesize":[{"value":"436.6 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JCS12_17.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/6647/files/JCS12_17.pdf"},"version_id":"e644e4cb-2121-4564-a034-d64b1bb410a5"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Seismic Design","subitem_subject_scheme":"Other"},{"subitem_subject":"Equal Energy Assumption","subitem_subject_scheme":"Other"},{"subitem_subject":"Steel Arch Bridges","subitem_subject_scheme":"Other"},{"subitem_subject":"Pushover Analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"Dynamic Response Analysis","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":"Applicability of Equal Energy Assumption to the Out-of-Plane Response of Steel Arch Bridges","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Applicability of Equal Energy Assumption to the Out-of-Plane Response of Steel Arch Bridges"}]},"item_type_id":"2","owner":"2","path":["21"],"pubdate":{"attribute_name":"公開日","attribute_value":"2013-09-10"},"publish_date":"2013-09-10","publish_status":"0","recid":"6647","relation_version_is_last":true,"title":["Applicability of Equal Energy Assumption to the Out-of-Plane Response of Steel Arch Bridges"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T02:40:46.055321+00:00"}