{"created":"2021-03-01T06:13:30.475395+00:00","id":6878,"links":{},"metadata":{"_buckets":{"deposit":"f000e97e-8675-4e45-9c22-7c218ef810de"},"_deposit":{"id":"6878","owners":[],"pid":{"revision_id":0,"type":"depid","value":"6878"},"status":"published"},"_oai":{"id":"oai:nagoya.repo.nii.ac.jp:00006878","sets":["320:321:322"]},"author_link":["18232","18233","18234","18235","18236","18237"],"item_10_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Failure strain of steel segments subjected to combined compression and bending and application to dynamic verification of steel arch bridges","subitem_alternative_title_language":"en"}]},"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1488","bibliographicPageStart":"1479","bibliographicVolumeNumber":"50A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集","bibliographic_titleLang":"ja"}]}]},"item_10_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This study is aimed to develop seismic performance improvement measures for steel arch bridges. Ultimate strain formulas applicable for axial force ratio varying from 0.0 to 1.0 were first proposed for various sectional segments. A dynamic verification with the use of proposed formulas was then applied to a steel arch bridge. The analysis showed that the bridge demonstrated sufficient seismic performance under longitudinal earthquake excitation, but insufficient when subjected to transverse earthquake excitation. To improve seismic performance in the lateral direction, use of high ductility sections is proposed. The result indicated that such a measure is very effective in improving transverse seismic performance.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_10_identifier_60":{"attribute_name":"URI","attribute_value_mlt":[{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/2237/8545"}]},"item_10_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_10_rights_12":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"土木学会 （許諾　土学編集　第07010号）","subitem_rights_language":"ja"}]},"item_10_select_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_10_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"09108009","subitem_source_identifier_type":"PISSN"}]},"item_10_text_14":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_text_value":"application/pdf"}]},"item_1615787544753":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"葛, 漢彬","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18232","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"GE, Hanbin","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18233","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"河野, 豪","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18234","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"KONO, Takeshi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18235","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"宇佐美, 勉","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18236","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"USAMI, Tsutomu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18237","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-02-19"}],"displaytype":"detail","filename":"Structual_Eng_50A-1479.pdf","filesize":[{"value":"1.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Structual_Eng_50A-1479.pdf","objectType":"fulltext","url":"https://nagoya.repo.nii.ac.jp/record/6878/files/Structual_Eng_50A-1479.pdf"},"version_id":"1c0b2a86-26fb-4f05-b7e2-9041f0213597"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Dynamic verification procedure","subitem_subject_scheme":"Other"},{"subitem_subject":"動的耐震照査法","subitem_subject_scheme":"Other"},{"subitem_subject":"failure strain","subitem_subject_scheme":"Other"},{"subitem_subject":"終局ひずみ","subitem_subject_scheme":"Other"},{"subitem_subject":"large axial force ratio","subitem_subject_scheme":"Other"},{"subitem_subject":"大軸力比","subitem_subject_scheme":"Other"},{"subitem_subject":"seismic performance","subitem_subject_scheme":"Other"},{"subitem_subject":"耐震性能","subitem_subject_scheme":"Other"},{"subitem_subject":"steel arch bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"鋼アーチ橋","subitem_subject_scheme":"Other"},{"subitem_subject":"steel member","subitem_subject_scheme":"Other"},{"subitem_subject":"鋼部材","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":"圧縮と曲げを受ける鋼部材セグメントの終局ひずみと鋼アーチ橋の動的耐震照査への応用","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"圧縮と曲げを受ける鋼部材セグメントの終局ひずみと鋼アーチ橋の動的耐震照査への応用","subitem_title_language":"ja"}]},"item_type_id":"10","owner":"1","path":["322"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-07-17"},"publish_date":"2007-07-17","publish_status":"0","recid":"6878","relation_version_is_last":true,"title":["圧縮と曲げを受ける鋼部材セグメントの終局ひずみと鋼アーチ橋の動的耐震照査への応用"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-01-16T03:52:18.982999+00:00"}