{"created":"2021-03-01T06:13:30.663710+00:00","id":6881,"links":{},"metadata":{"_buckets":{"deposit":"90bd2733-3737-458d-8caf-fd00de10ab7b"},"_deposit":{"id":"6881","owners":[],"pid":{"revision_id":0,"type":"depid","value":"6881"},"status":"published"},"_oai":{"id":"oai:nagoya.repo.nii.ac.jp:00006881","sets":["320:321:322"]},"author_link":["18243","18244","18245","18246","18247","18248","18249"],"item_10_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Unified earthquake resistence verification procedure for partially concrete-filled steel piers with thin-and thick-walled sections","subitem_alternative_title_language":"en"}]},"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2001-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"792","bibliographicPageStart":"783","bibliographicVolumeNumber":"47A","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":"An ultimate earthquake resistance method, which generally offers satisfactory predictions to experimental results of partially concrete-filled steel piers, is available. For some specimens with relatively thick-walled sections, however, rather conservative predictions are obtained. This study is aimed at offering an unified earthquake resistance verification method for partially concrete-filled steel piers with thin-and thick-walled sections. For this purpose, the failure criterion is modified by adding a verification on steel section part of the composite section and using failure strain obtained from the analysis of member segments instead of that from isolated plate elements. Moreover, a stress-strain relation ignoring the compressive strength after reaching the failure strain is employed for the filled-in concrete. The newly proposed method is verified by comparison with available experimental and analytical data, and the results showed that this method gives a better prediction than the previous method. Finally, a parametric study to examine a difference in the prediction by present and previous method is carried out.","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/2237/8548"}]},"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":"18243","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Ge, Hanbin","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18244","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"浅田, 秀史","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18245","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Asada, Hideshi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18246","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Susantha, K.A.S.","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18247","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"宇佐美, 勉","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18248","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Usami, Tsutomu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18249","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":"Structural_Eng_47AII-783.pdf","filesize":[{"value":"1.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Structural_Eng_47AII-783.pdf","objectType":"fulltext","url":"https://nagoya.repo.nii.ac.jp/record/6881/files/Structural_Eng_47AII-783.pdf"},"version_id":"e9d8a762-ac1e-43d6-83d2-aa2d5720dd9f"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Partially concrete-filled steel piers","subitem_subject_scheme":"Other"},{"subitem_subject":"コンクリート部分充填鋼製橋脚","subitem_subject_scheme":"Other"},{"subitem_subject":"thin-and thick-walled sections","subitem_subject_scheme":"Other"},{"subitem_subject":"薄肉及び厚肉断面","subitem_subject_scheme":"Other"},{"subitem_subject":"Strength","subitem_subject_scheme":"Other"},{"subitem_subject":"強度","subitem_subject_scheme":"Other"},{"subitem_subject":"Ductility","subitem_subject_scheme":"Other"},{"subitem_subject":"ダクティリティー","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":"薄肉及び厚肉断面を有するコンクリート部分充填鋼製橋脚の統一的耐震照査法","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"薄肉及び厚肉断面を有するコンクリート部分充填鋼製橋脚の統一的耐震照査法","subitem_title_language":"ja"}]},"item_type_id":"10","owner":"1","path":["322"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-07-18"},"publish_date":"2007-07-18","publish_status":"0","recid":"6881","relation_version_is_last":true,"title":["薄肉及び厚肉断面を有するコンクリート部分充填鋼製橋脚の統一的耐震照査法"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-01-16T03:52:19.014466+00:00"}