{"created":"2023-06-19T09:51:10.496892+00:00","id":8220,"links":{},"metadata":{"_buckets":{"deposit":"ad08ad28-ccee-40f0-af2c-d8b592777494"},"_deposit":{"created_by":3,"id":"8220","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8220"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008220","sets":["502:505:675:713"]},"author_link":["44194","44193","44190","44191","44192","44189"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"127","bibliographicPageStart":"121","bibliographicVolumeNumber":"29","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":"44189","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"44190","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":"44191","nameIdentifierScheme":"WEKO"}],"names":[{"name":"イシムラ, ミツヨシ"}]},{"nameIdentifiers":[{"nameIdentifier":"44192","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":"44193","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ISHIMURA, Mitsuyoshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44194","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":"Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Department of Architecture, Faculty of Engineering, Fukuyama University"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学大学院博士課程地域空間工学専攻"},{"subitem_text_value":"福山大学工学部工学部建築学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2005-12-01"}],"displaytype":"detail","filename":"KJ00005781635.pdf","filesize":[{"value":"565.2 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8220/files/KJ00005781635.pdf"},"version_id":"dfd7d5b2-989d-466d-8d35-a6d557ccc28d"}]},"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":"露出型柱脚部の鉄骨造建物の応力割増し倍率γ値に関する一考察","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"露出型柱脚部の鉄骨造建物の応力割増し倍率γ値に関する一考察"},{"subitem_title":"Some Consideration on Stress Additional Rate γ of Steel Building with Base-type Column Bases","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["713"],"pubdate":{"attribute_name":"公開日","attribute_value":"2005-12-01"},"publish_date":"2005-12-01","publish_status":"0","recid":"8220","relation_version_is_last":true,"title":["露出型柱脚部の鉄骨造建物の応力割増し倍率γ値に関する一考察"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:27:49.720813+00:00"}