{"created":"2023-05-15T16:41:42.381565+00:00","id":16428,"links":{},"metadata":{"_buckets":{"deposit":"7a8cea33-6630-48f2-b639-723bbb8e19d2"},"_deposit":{"created_by":2,"id":"16428","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"16428"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00016428","sets":["14:21"]},"author_link":["62266","62267","62268"],"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-09","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"9","bibliographicPageEnd":"2212","bibliographicPageStart":"2209","bibliographicVolumeNumber":"31","bibliographic_titles":[{"bibliographic_title":"Engineering Structures"}]}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"We have previously proposed a static analysis-based method for estimating the maximum out-of-plane inelastic seismic response of upper-deck steel arch bridges. The method is developed on the basis of the numerical examinations of 6 upper-deck steel arch bridge models. It employs free vibration analysis, response spectrum method and equal energy assumption for the estimation of maximum out-of-plane response. Correction functions are proposed to modify the estimates by the equal energy assumption. In the current study, applicability of the same procedure to the estimation of maximum in-plane response is discussed. It is found that the method can be used also for the maximum in-plane response estimation by only modifying the pushover analysis procedure. The validity of the method is demonstrated for the same parametric models through further numerical evaluations.","subitem_description_type":"Abstract"}]},"item_2_description_63":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"Engineering Structures, 31(9), pp.2209-2212; 2009","subitem_description_type":"Other"}]},"item_2_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Elsevier Ltd."}]},"item_2_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isVersionOf","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.1016/j.engstruct.2009.02.045","subitem_relation_type_select":"DOI"}}]},"item_2_rights_13":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright c 2009 Elsevier Ltd All rights reserved."}]},"item_2_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA00180258","subitem_source_identifier_type":"NCID"}]},"item_2_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"01410296","subitem_source_identifier_type":"ISSN"}]},"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_ab4af688f83e57aa","subitem_version_type":"AM"}]},"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":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-12-23"}],"displaytype":"detail","filename":"EngStr31_2209.pdf","filesize":[{"value":"186.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"EngStr31_2209.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/16428/files/EngStr31_2209.pdf"},"version_id":"6d3ab2fe-bd19-4f7b-b23d-7990a3e39658"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Dynamic response analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"Equal energy assumption","subitem_subject_scheme":"Other"},{"subitem_subject":"Seismic design","subitem_subject_scheme":"Other"},{"subitem_subject":"Steel arch bridges","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":"Expansion of a static analysis-based out-of-plane maximum inelastic seismic response estimation method for steel arch bridges to in-plane response estimation","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Expansion of a static analysis-based out-of-plane maximum inelastic seismic response estimation method for steel arch bridges to in-plane response estimation"}]},"item_type_id":"2","owner":"2","path":["21"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-10-30"},"publish_date":"2009-10-30","publish_status":"0","recid":"16428","relation_version_is_last":true,"title":["Expansion of a static analysis-based out-of-plane maximum inelastic seismic response estimation method for steel arch bridges to in-plane response estimation"],"weko_creator_id":"2","weko_shared_id":2},"updated":"2023-05-15T19:09:59.783384+00:00"}