{"created":"2023-06-19T10:29:52.865204+00:00","id":9945,"links":{},"metadata":{"_buckets":{"deposit":"1d7db66f-0c4e-40d8-bb86-3915910f5f48"},"_deposit":{"created_by":18,"id":"9945","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"9945"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00009945","sets":["216:427","46"]},"author_link":["56077","58020","57342","58018","56076"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2017-06-30","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"736","bibliographicPageEnd":"883","bibliographicPageStart":"873","bibliographicVolumeNumber":"82","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of Structural and Construction Engineering (Transactions of AIJ)","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":"In the seismic retrofitting of an existing concrete structure, the surface of the structural frame is chipped to improve the integrity between the existing frame and retrofitting member. But, quantitatively evaluating strength of these joints are difficult because the concavo-convex shape is influenced by construction worker. Therefore, the authors developed a new joint referred to as the cylindrical shear-key. The cylindrical shear-key is made by filling a cylindrical core on the concrete surface with grouting mortar or concrete, and resists shear forces as a shear-key. Creating a uniform shape is expected to enable quantitative strength evaluation. In this study, direct shear tests were conducted using a cylindrical shear-key to investigate the fundamental performance of the shear-key. Then, based on the test results, an equation was developed for evaluating the strength of cylindrical shear key, and it was shown that the maximum strength could be quantitatively evaluated accurately. And cylindrical shear-key is can contribute to the progression of seismic retrofitting.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_link_17":{"attribute_name":"出版者版へのリンク","attribute_value_mlt":[{"subitem_link_text":"10.3130/aijs.82.873","subitem_link_url":"https://doi.org/10.3130/aijs.82.873"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"高瀬 裕也（TAKASE Yuya）","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000088_ja.html"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会","subitem_publisher_language":"ja"}]},"item_79_relation_15":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"130007007137","subitem_relation_type_select":"NAID"}}]},"item_79_relation_18":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.3130/aijs.82.873","subitem_relation_type_select":"DOI"}}]},"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":"https://www.jstage.jst.go.jp/article/aijs/82/736/82_873/_pdf/-char/ja","subitem_relation_type_select":"URI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 2017 日本建築学会","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1340-4202","subitem_source_identifier_type":"PISSN"}]},"item_79_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10438559","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"525","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":"阿部, 隆英","creatorNameLang":"ja"},{"creatorName":"ABE, Takahide","creatorNameLang":"en"},{"creatorName":"アベ, タカヒデ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"樋渡, 健","creatorNameLang":"ja"},{"creatorName":"HIWATASHI, Takeshi","creatorNameLang":"en"},{"creatorName":"ヒワタシ, タケシ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"久保田, 雅春","creatorNameLang":"ja"},{"creatorName":"KUBOTA, Masaharu","creatorNameLang":"en"},{"creatorName":"クボタ, マサハル","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"TAKASE,  Yuya","creatorNameLang":"en"},{"creatorName":"タカセ, ユウヤ","creatorNameLang":"ja-Kana"},{"creatorName":"髙瀬, 裕也","creatorNameLang":"ja"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"香取, 慶一","creatorNameLang":"ja"},{"creatorName":"KATORI, Keiichi","creatorNameLang":"en"},{"creatorName":"カトリ, ケイイチ","creatorNameLang":"ja-Kana"}],"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":"2019-06-13"}],"displaytype":"detail","filename":"TAIJ_82_736_873_883.pdf","filesize":[{"value":"1.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"TAIJ_82_736_873_883","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/9945/files/TAIJ_82_736_873_883.pdf"},"version_id":"6be2820c-5264-4fa6-aec2-f8ee7e4b1f30"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"目荒らし","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"支圧抵抗","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"シアキー","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"耐震補強","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断耐力","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"Concrete surface roughening","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Bearing resistance","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Shear-key","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Earthquake retrofitting","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Shear strength","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":"コンクリート構造物の耐震補強の接合部に適用する円柱状シアキーの提案と耐力式の構築 : 円柱状シアキーを用いた間接接合部に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"コンクリート構造物の耐震補強の接合部に適用する円柱状シアキーの提案と耐力式の構築 : 円柱状シアキーを用いた間接接合部に関する研究","subitem_title_language":"ja"},{"subitem_title":"DEVELOPMENT AND EQUATION FOR SHEAR STRENGTH OF CYLINDRICAL SHEAR-KEY APPLIED SEISMIC RETROFITTED JOINT OF CONCRETE STRUCTURE : Study on indirect joints with cylindrical shear-key","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","427"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2019-06-13"},"publish_date":"2019-06-13","publish_status":"0","recid":"9945","relation_version_is_last":true,"title":["コンクリート構造物の耐震補強の接合部に適用する円柱状シアキーの提案と耐力式の構築 : 円柱状シアキーを用いた間接接合部に関する研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-02-16T05:56:36.859367+00:00"}