{"created":"2023-06-19T09:51:07.301855+00:00","id":8145,"links":{},"metadata":{"_buckets":{"deposit":"75d3c0f7-d1e0-4e64-9b57-77c0b79c998d"},"_deposit":{"created_by":3,"id":"8145","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8145"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008145","sets":["502:505:675:711"]},"author_link":["43701","43705","43704","43700","43702","43703"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"181","bibliographicPageStart":"171","bibliographicVolumeNumber":"27","bibliographic_titles":[{"bibliographic_title":"福山大学工学部紀要"}]}]},"item_1_creator_6":{"attribute_name":"著者名(日)","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"石村, 光由"}],"nameIdentifiers":[{"nameIdentifier":"43700","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"43701","nameIdentifierScheme":"WEKO"}]}]},"item_1_description_1":{"attribute_name":"ページ属性","attribute_value_mlt":[{"subitem_description":"P(論文)","subitem_description_type":"Other"}]},"item_1_description_12":{"attribute_name":"抄録(英)","attribute_value_mlt":[{"subitem_description":"Structural damage of steel building due to the 1995 Hyogo Prefecture earthquake was investigated based on the result of allowable stress design method, seismic ultimate capacity method and the dynamic response analysis. As a result, the evaluation of axial force due to overturning moment of building by a present design method is not enough for the lower stories buildings. Good correlation between the γ index of structure and damage grade is proposed.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43702","nameIdentifierScheme":"WEKO"}],"names":[{"name":"イシムラ, ミツヨシ"}]},{"nameIdentifiers":[{"nameIdentifier":"43703","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ミナミ, コウイチ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43704","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ISHIMURA, Mitsuyoshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43705","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MINAMI, Koichi","nameLang":"en"}]}]},"item_1_source_id_13":{"attribute_name":"雑誌書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00217655","subitem_source_identifier_type":"NCID"}]},"item_1_text_10":{"attribute_name":"著者所属(英)","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"Faculty of Engineering, Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Faculty of Engineering, Fukuyama University"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学工学部:株式会社石村設計事務所"},{"subitem_text_value":"福山大学工学部"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2003-12-01"}],"displaytype":"detail","filename":"KJ00005781541.pdf","filesize":[{"value":"1.0 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8145/files/KJ00005781541.pdf"},"version_id":"eaefd84e-aea8-47a9-9efe-9902af72b96f"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鉄骨露出柱脚","subitem_subject_scheme":"Other"},{"subitem_subject":"兵庫県南部地震","subitem_subject_scheme":"Other"},{"subitem_subject":"許容応力度設計","subitem_subject_scheme":"Other"},{"subitem_subject":"保有水平耐力","subitem_subject_scheme":"Other"},{"subitem_subject":"地震応答解析","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"露出型柱脚部を有する鉄骨造建物の耐震性能に関する一考察","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"露出型柱脚部を有する鉄骨造建物の耐震性能に関する一考察"},{"subitem_title":"Some Consideration on Seismic Structural Design of Steel Building with Base-type Column Bases","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["711"],"pubdate":{"attribute_name":"公開日","attribute_value":"2003-12-01"},"publish_date":"2003-12-01","publish_status":"0","recid":"8145","relation_version_is_last":true,"title":["露出型柱脚部を有する鉄骨造建物の耐震性能に関する一考察"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:29:24.490301+00:00"}