{"created":"2023-06-19T09:51:10.665381+00:00","id":8224,"links":{},"metadata":{"_buckets":{"deposit":"dce74765-13fb-4b18-ba66-6768165a038f"},"_deposit":{"created_by":3,"id":"8224","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8224"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008224","sets":["502:505:675:713"]},"author_link":["44217","44216","44221","44218","44220","44219"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"162","bibliographicPageStart":"155","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":"三谷, 隆之"}],"nameIdentifiers":[{"nameIdentifier":"44216","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"鎌田, 輝男"}],"nameIdentifiers":[{"nameIdentifier":"44217","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":"The effects of the braces installed in the timber frame systems are highly evaluated and the wall system with braces are important earthquake-proof elements of the wooden houses. The bearing capacity of the timber frame system with braces having various element size and form types are discussed based upon the real size statical loading test and the wall factors of these frames with brace are determined.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44218","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ミタニ, タカユキ"}]},{"nameIdentifiers":[{"nameIdentifier":"44219","nameIdentifierScheme":"WEKO"}],"names":[{"name":"カマダ, テルオ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44220","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MITANI, Takayuki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44221","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KAMADA, Teruo","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":"福山大学大学院建築学専攻"},{"subitem_text_value":"福山大学工学部建築学科"}]},"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":"KJ00005781639.pdf","filesize":[{"value":"996.1 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8224/files/KJ00005781639.pdf"},"version_id":"32ccb92d-c783-47ee-9473-2b5bab6a6e29"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鉛直荷重","subitem_subject_scheme":"Other"},{"subitem_subject":"壁倍率","subitem_subject_scheme":"Other"},{"subitem_subject":"筋違い入り木造軸組","subitem_subject_scheme":"Other"},{"subitem_subject":"水平耐力特性","subitem_subject_scheme":"Other"},{"subitem_subject":"Vertical Force","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Wall Magnification","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Cross Timber Frame","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Horizontal Bearing Capacity","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":"筋違い入り木造軸組の水平耐力特性について(その2)","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"筋違い入り木造軸組の水平耐力特性について(その2)"},{"subitem_title":"Experimental Study on Seismic Performance Evaluation of Cross Timber Frames","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":"8224","relation_version_is_last":true,"title":["筋違い入り木造軸組の水平耐力特性について(その2)"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:27:53.383255+00:00"}