{"created":"2023-05-15T12:36:08.761274+00:00","id":1015,"links":{},"metadata":{"_buckets":{"deposit":"5d6a0268-ad5d-4f28-bb81-9ffb4c798f8a"},"_deposit":{"created_by":2,"id":"1015","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"1015"},"status":"published"},"_oai":{"id":"oai:kutarr.kochi-tech.ac.jp:00001015","sets":["16:22"]},"author_link":["2707","2708","2710","2709"],"item_5_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010-03","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicVolumeNumber":"6","bibliographic_titles":[{"bibliographic_title":"Society for Social Management Systems Internet Journal"}]}]},"item_5_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This paper presents a new low cycle fatigue model to predict the life of steel bridges under extreme loading. It consists of Coffin-Mansion strain life relationship and a new damage indicator. The proposed model is verified by comparing model predictions with experimental fatigue results. The proposed model is applied to predict the fatigue life of a bridge member for earthquake loading. The effectiveness of the model is confirmed by comparing the obtained results with the previous Miner’s rule based predictions.","subitem_description_type":"Abstract"}]},"item_5_publisher_36":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Society for Social Management Systems"}]},"item_5_source_id_11":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2432-552X","subitem_source_identifier_type":"ISSN"}]},"item_5_version_type_19":{"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":"Karunananda, Kamal"}],"nameIdentifiers":[{"nameIdentifier":"2707","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Ohga, Mitao"}],"nameIdentifiers":[{"nameIdentifier":"2708","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Dissanayake, Ranjith"}],"nameIdentifiers":[{"nameIdentifier":"2709","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Taniwaki, Kazuhiro"}],"nameIdentifiers":[{"nameIdentifier":"2710","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":"2019-02-13"}],"displaytype":"detail","filename":"SMS10-119.pdf","filesize":[{"value":"358.1 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"SMS10-119.pdf","url":"https://kutarr.kochi-tech.ac.jp/record/1015/files/SMS10-119.pdf"},"version_id":"04ba7902-e31e-46b6-8016-b15976fdf18a"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Low cycle fatigue","subitem_subject_scheme":"Other"},{"subitem_subject":"extreme loadings","subitem_subject_scheme":"Other"},{"subitem_subject":"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":"conference paper","resourceuri":"http://purl.org/coar/resource_type/c_5794"}]},"item_title":"Fatigue Life Prediction Of Bridges Under Extreme Loading","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Fatigue Life Prediction Of Bridges Under Extreme Loading"}]},"item_type_id":"5","owner":"2","path":["22"],"pubdate":{"attribute_name":"公開日","attribute_value":"2018-02-06"},"publish_date":"2018-02-06","publish_status":"0","recid":"1015","relation_version_is_last":true,"title":["Fatigue Life Prediction Of Bridges Under Extreme Loading"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T01:13:09.816247+00:00"}