{"created":"2023-06-19T10:30:02.434362+00:00","id":10176,"links":{},"metadata":{"_buckets":{"deposit":"5cf71bd8-c146-4ae5-b85c-67eef4791783"},"_deposit":{"created_by":18,"id":"10176","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"10176"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00010176","sets":["216:408:220","46"]},"author_link":["8673","57366"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2015","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"180","bibliographicPageStart":"175","bibliographicVolumeNumber":"37","bibliographic_titles":[{"bibliographic_title":"コンクリート工学年次論文集","bibliographic_titleLang":"ja"},{"bibliographic_title":"Proceedings of the Japan Concrete Institute","bibliographic_titleLang":"en"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"耐震壁の側柱脚部が水平方向へずれるような破壊を起こす場合を想定して，せん断すべり面を有する鉄筋コンクリート柱を用いて，主筋本数，主筋間隔およびかぶり厚を変化させた実験を行い，主筋にD13を使用した場合のだぼ耐力を検討した。その結果，主筋間隔が100mmの場合にはだぼ耐力は主筋本数に比例すること，だぼ耐力は主筋間隔が狭くなると低下し，主筋1本あたりのだぼ耐力でみると，間隔100mmでは12.2kN程度，間隔33mmでは8kN程度となること，だぼ耐力はかぶり厚が小さいと低下し，側方かぶり厚よりも加力方向のかぶり厚の方が影響は大きくなることを示した。","subitem_description_language":"ja","subitem_description_type":"Abstract"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本コンクリート工学会","subitem_publisher_language":"ja"}]},"item_79_relation_22":{"attribute_name":"主となる版","attribute_value_mlt":[{"subitem_relation_type":"isVersionOf","subitem_relation_type_id":{"subitem_relation_type_id_text":"http://data.jci-net.or.jp/data_pdf/37/037-02-2030.pdf","subitem_relation_type_select":"URI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 2015 日本コンクリート工学会","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1347-4111","subitem_source_identifier_type":"ISSN"}]},"item_79_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12689580","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"511","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"花木, 健哉","creatorNameLang":"ja"},{"creatorName":"HANAKI, Kenya","creatorNameLang":"en"},{"creatorName":"ハナキ, ケンヤ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"溝口,  光男","creatorNameLang":"ja"},{"creatorName":"ミゾグチ, ミツオ","creatorNameLang":"ja-Kana"},{"creatorName":"MIZOGUCHI, Mitsuo","creatorNameLang":"en"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-01-28"}],"displaytype":"detail","filename":"PJCI_37_2_175_180.pdf","filesize":[{"value":"729.6 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"PJCI_37_2_175_180","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/10176/files/PJCI_37_2_175_180.pdf"},"version_id":"98c82fd3-6806-4aa1-b652-31d664d5b15d"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"かぶり厚","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"だぼ耐力","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"主筋間隔","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"柱","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"鉄筋コンクリート","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"Column","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Dowel strength","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Interval of main reinforcement","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforced concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Thickness of cover concrete","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"鉄筋コンクリート部材のだぼ耐力に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鉄筋コンクリート部材のだぼ耐力に関する実験的研究","subitem_title_language":"ja"}]},"item_type_id":"79","owner":"18","path":["46","220"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2020-01-28"},"publish_date":"2020-01-28","publish_status":"0","recid":"10176","relation_version_is_last":true,"title":["鉄筋コンクリート部材のだぼ耐力に関する実験的研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-04-01T00:24:03.273454+00:00"}