{"created":"2023-06-19T09:51:08.621407+00:00","id":8176,"links":{},"metadata":{"_buckets":{"deposit":"a62838ac-3a4d-41cc-8643-0cf8f27a6ea6"},"_deposit":{"created_by":3,"id":"8176","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8176"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008176","sets":["502:505:675:712"]},"author_link":["43883","43884","43888","43887","43885","43886"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"120","bibliographicPageStart":"113","bibliographicVolumeNumber":"28","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":"根口, 百世"}],"nameIdentifiers":[{"nameIdentifier":"43883","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"43884","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":"After the 1995 Hyogoken-Nanbu Earthquake, seismic evaluation were carried out at every place of the country. It is very important that we understand the seismic performance of the existing buildings for estimation of building damage by earthquake. This paper describes structural seismic index (Is) of Reinforced Concrete school buildings based on the seismic evaluation. The fragility function, which implies the relationship between input earthquake motion intensity and damage probability, is determined from the fitting analyses of damage rate calculated using the statistics of Is of existing buildings and actual inspected ones due to the 1995 Hyogoken-Nanbu Earthquake and so on. The damage rate estimated by our fragility function is well compatible with actual damage rate.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43885","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ネグチ, モモヨ"}]},{"nameIdentifiers":[{"nameIdentifier":"43886","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":"43887","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NEGUCHI, Momoyo","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43888","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":"福山大学大学院地域空間工学専攻"},{"subitem_text_value":"福山大学建築学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2004-12-01"}],"displaytype":"detail","filename":"KJ00005781572.pdf","filesize":[{"value":"673.7 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8176/files/KJ00005781572.pdf"},"version_id":"73818bd5-eb7a-4585-a859-d89b5f5c245e"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"フラジリティ曲線","subitem_subject_scheme":"Other"},{"subitem_subject":"被害率","subitem_subject_scheme":"Other"},{"subitem_subject":"被害率曲線","subitem_subject_scheme":"Other"},{"subitem_subject":"学校校舎","subitem_subject_scheme":"Other"},{"subitem_subject":"Fragility Curve","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Damage Ratio","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Vulnerability Functions","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"School Buildings","subitem_subject_language":"en","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":"耐震診断結果に基づく既存RC学校校舎の地震被害予測に関する検討","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"耐震診断結果に基づく既存RC学校校舎の地震被害予測に関する検討"},{"subitem_title":"Some Consideration on Earthquake Damage of Existing RC School Buildings Based on Seismic Performance Indices","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["712"],"pubdate":{"attribute_name":"公開日","attribute_value":"2004-12-01"},"publish_date":"2004-12-01","publish_status":"0","recid":"8176","relation_version_is_last":true,"title":["耐震診断結果に基づく既存RC学校校舎の地震被害予測に関する検討"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:28:40.012512+00:00"}