{"created":"2023-06-19T09:51:05.402030+00:00","id":8100,"links":{},"metadata":{"_buckets":{"deposit":"dc9b8f5c-d97f-4265-999e-0c981c0107db"},"_deposit":{"created_by":3,"id":"8100","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8100"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008100","sets":["502:505:675:710"]},"author_link":["43413","43411","43412"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"28","bibliographicPageStart":"21","bibliographicVolumeNumber":"26","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":"43411","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 sectional area of columns of timber houses are normally squarely shaped. Wooden columns width of which is 105mm or 120mm are used in traditional Japnese wooden houses. If the the corners of this square section are properly cut, the cross sectional area is increased, namely, sectional area of hexagonal or octagonal shape section inscribed in a circle with same diameter is larger than that of squared one. It is also true that the cross cut square has larger sectional area than simple square section. Cross shaped columns has not only large sectional area but alos sectional moment of second order. So, we can get stronger columns from the raw wood having same size of diameter. The corners of the cross shaped columns will be used to fasten structural panel with nails and they can resist horizontal force effectively, because the cross shaped columns constrain relative displacemennt between columns and panel board.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43412","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":"43413","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":"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":"2002-12-01"}],"displaytype":"detail","filename":"KJ00005781485.pdf","filesize":[{"value":"1.6 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8100/files/KJ00005781485.pdf"},"version_id":"80571928-7faf-4842-a147-1f79d2edbae2"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"十字型断面柱","subitem_subject_scheme":"Other"},{"subitem_subject":"奴凧柱","subitem_subject_scheme":"Other"},{"subitem_subject":"木造軸組","subitem_subject_scheme":"Other"},{"subitem_subject":"水平耐力特性","subitem_subject_scheme":"Other"},{"subitem_subject":"静的加力実験","subitem_subject_scheme":"Other"},{"subitem_subject":"Cross shaped column","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Yakko kite column","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Timber Frames","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Statical Loading Tests","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":"十字型断面を持つ柱で構成された木造軸組みの水平耐力特性について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"十字型断面を持つ柱で構成された木造軸組みの水平耐力特性について"},{"subitem_title":"Horizontal Bearing Capacity of Timber Frames with Cross Shaped Columns","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["710"],"pubdate":{"attribute_name":"公開日","attribute_value":"2002-12-01"},"publish_date":"2002-12-01","publish_status":"0","recid":"8100","relation_version_is_last":true,"title":["十字型断面を持つ柱で構成された木造軸組みの水平耐力特性について"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:29:43.849320+00:00"}