{"created":"2023-06-19T09:51:10.754783+00:00","id":8226,"links":{},"metadata":{"_buckets":{"deposit":"334f7394-2584-4d03-951d-bf174cfeab70"},"_deposit":{"created_by":3,"id":"8226","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8226"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008226","sets":["502:505:675:713"]},"author_link":["44225","44229","44228","44226","44227","44230"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"176","bibliographicPageStart":"169","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":"44225","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"鎌田, 輝男"}],"nameIdentifiers":[{"nameIdentifier":"44226","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":"Although wall systems are the important elements to resist horizontal force brought from earthquakes in Japanese traditional wooden houses, the overall walls are not preferred to secure an openhearted room arrangement and soil painted small walls, which are called Kokabe and are installed between ceiling and head jamb, are frequently used. The wall systems with kokabe are treated as non effective aseismic elements on the Building Standard Law in Japan but they have some contributions to horizontal bearing capacity of wooden houses. In this report, the horizontal bearing capacity of the wall system with kokabe are considered based the static push-pull experiments of the real size wall system with kokabe of different span length.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44227","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ミタニ, タカユキ"}]},{"nameIdentifiers":[{"nameIdentifier":"44228","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":"44229","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MITANI, Takayuki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44230","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":"KJ00005781641.pdf","filesize":[{"value":"1.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8226/files/KJ00005781641.pdf"},"version_id":"a7ddc77e-758d-4760-87fe-06ddfe622741"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"土塗り小壁","subitem_subject_scheme":"Other"},{"subitem_subject":"柱間距離","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":"Soil Paint Wall above Lintel","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Column Span","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Static Loading Test","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Seismic 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":"土塗り小壁を持つ木造軸組の水平耐力特性について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"土塗り小壁を持つ木造軸組の水平耐力特性について"},{"subitem_title":"Horizontal Bearing Capacity of Timber Frames with Soil Painted Small Wall (Kokabe)","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":"8226","relation_version_is_last":true,"title":["土塗り小壁を持つ木造軸組の水平耐力特性について"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:27:13.808161+00:00"}