{"created":"2023-06-19T09:51:10.882035+00:00","id":8229,"links":{},"metadata":{"_buckets":{"deposit":"83af51d8-1975-4ff2-b936-42c20877c467"},"_deposit":{"created_by":3,"id":"8229","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8229"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008229","sets":["502:505:675:713"]},"author_link":["44246","44245","44244","44247","44243","44248"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"200","bibliographicPageStart":"193","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":"鎌田, 輝男"}],"nameIdentifiers":[{"nameIdentifier":"44243","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"福代, 亮"}],"nameIdentifiers":[{"nameIdentifier":"44244","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":"Rib frame is the timber frame strengthened by the L shaped steel plate at the four each corner. They are connected in place by steel angles and covered with plywood panels, and make a semi-monocoque house the load of which are shared with rib frame and panels. In this report, strength characteristics of three types of rib frames for horizontal load are examined by the statical loading test. Standard type rib frame has sufficient strength and resists more than 5kN horizontal force at the 1/20 frame deformation angle and the efficiency of rib frame structure is storongly shown.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44245","nameIdentifierScheme":"WEKO"}],"names":[{"name":"カマダ, テルオ"}]},{"nameIdentifiers":[{"nameIdentifier":"44246","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フクシロ, リョウ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44247","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KAMADA, Teruo","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44248","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUKUSHIRO, Ryo","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"},{"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":"2005-12-01"}],"displaytype":"detail","filename":"KJ00005781644.pdf","filesize":[{"value":"1.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8229/files/KJ00005781644.pdf"},"version_id":"01fab10c-f5a5-491a-a2fc-09f10f829a5c"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"リブフレーム","subitem_subject_scheme":"Other"},{"subitem_subject":"モノコックユニット構造","subitem_subject_scheme":"Other"},{"subitem_subject":"静的実験","subitem_subject_scheme":"Other"},{"subitem_subject":"耐震性能","subitem_subject_scheme":"Other"},{"subitem_subject":"Rib Frame","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Monocoque Unit Structure","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Static Loading Test","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Earthquake-Proof Performance","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":"モノコック構法住宅におけるリブフレームの水平耐力特性について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"モノコック構法住宅におけるリブフレームの水平耐力特性について"},{"subitem_title":"Horizontal Bearing Capacity of Rib Frames used in Monocoque Houses","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":"8229","relation_version_is_last":true,"title":["モノコック構法住宅におけるリブフレームの水平耐力特性について"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:27:16.727673+00:00"}