{"created":"2023-06-19T09:51:14.106449+00:00","id":8305,"links":{},"metadata":{"_buckets":{"deposit":"f899d84a-c9d6-4584-a0a1-f0cfb9eee70d"},"_deposit":{"created_by":3,"id":"8305","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8305"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008305","sets":["502:505:675:715"]},"author_link":["44762","44765","44764","44766","44761","44763"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"130","bibliographicPageStart":"125","bibliographicVolumeNumber":"31","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":"福原, 実苗"}],"nameIdentifiers":[{"nameIdentifier":"44761","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"44762","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":"In general, lap splice of the shear reinforcement of footing beams in RC structure and SRC structures makes the edge with the hook. However, the method has the problem that is to interfere in beam main reinforcements and steel flanges when constructing it. Then, the industrial method of making to the prefab which makes welded wire fabric (welded wire fabric with welded cross bar) is used. The method which uses welded wire fabric with welded cross bar is mesh reinforcement with welded cross bars (two line) on the side in the footing beam, and makes to shear reinforcement of close type as a whole. The experiment data is old and there are a lot of parts of the uncertainty now though this method is used for footing beams. In this paper, it is experimentally based of difference of the shear reinforcement shape of footing beams. The difference of the shear reinforcement shape was hardly seen at the ultimate strength.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44763","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フクハラ, ミナエ"}]},{"nameIdentifiers":[{"nameIdentifier":"44764","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":"44765","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUKUHARA, Minae","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44766","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":"Department of Architecture and Civil Engineering, Faculty of Engineering, Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Department of Architecture and Civil Engineering, 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・建設学科研"},{"subitem_text_value":"福山大学工学部建築・建設学科研"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2007-12-01"}],"displaytype":"detail","filename":"KJ00005781761.pdf","filesize":[{"value":"1.4 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8305/files/KJ00005781761.pdf"},"version_id":"84b731f6-9b67-4b4d-ad96-2880c7630f59"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"RC基礎梁","subitem_subject_scheme":"Other"},{"subitem_subject":"重ね継手","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断補強筋形状","subitem_subject_scheme":"Other"},{"subitem_subject":"溶接鉄筋網","subitem_subject_scheme":"Other"},{"subitem_subject":"施工性","subitem_subject_scheme":"Other"},{"subitem_subject":"RC footing beams","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Lap Splice","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Shear Reinforcement Shape","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Welded Wire Fabric","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Workability","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":"RC基礎梁のせん断補強筋形状の影響に関する基礎的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"RC基礎梁のせん断補強筋形状の影響に関する基礎的研究"},{"subitem_title":"Experimental Study on Seismic Resistance for RC Footing Beams with Difference Detail","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["715"],"pubdate":{"attribute_name":"公開日","attribute_value":"2007-12-01"},"publish_date":"2007-12-01","publish_status":"0","recid":"8305","relation_version_is_last":true,"title":["RC基礎梁のせん断補強筋形状の影響に関する基礎的研究"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:26:20.608851+00:00"}