{"created":"2023-05-15T11:43:19.154556+00:00","id":2984,"links":{},"metadata":{"_buckets":{"deposit":"bed94b25-c8ea-4b85-abfd-e69bee088546"},"_deposit":{"created_by":10,"id":"2984","owners":[10],"pid":{"revision_id":0,"type":"depid","value":"2984"},"status":"published"},"_oai":{"id":"oai:kanagawa-u.repo.nii.ac.jp:00002984","sets":["237:238:239"]},"author_link":["6161","6162","6163","6164"],"item_7_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-06","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"30","bibliographicPageEnd":"436","bibliographicPageStart":"433","bibliographicVolumeNumber":"15 (2009)","bibliographic_titles":[{"bibliographic_title":"日本建築学会技術報告集","bibliographic_titleLang":"ja"}]}]},"item_7_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Recent years, the demands of building owners have been changed to be able to use the buildings again with small repair cost after an earthquake.\nThe building system with dampers is one structural type which meets these performance requirements. The dampers need good performance and applicability. The RC stud column damper using diagonal de-bonded rebars is one solution. This experimental study shows basic data of the RC stud column damper for design.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_7_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"rights: 社団法人日本建築学会","subitem_description_language":"ja","subitem_description_type":"Other"}]},"item_7_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会","subitem_publisher_language":"ja"}]},"item_7_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"10.3130/aijt.15.433"}],"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"https://doi.org/10.3130/aijt.15.433","subitem_relation_type_select":"DOI"}}]},"item_7_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881-8188","subitem_source_identifier_type":"PISSN"}]},"item_7_version_type_16":{"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_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"二宮, 誠司","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Ninomiya, Seiji"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"島崎, 和司","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Shimazaki, Kazushi"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-11-16"}],"displaytype":"detail","filename":"島崎08 author.pdf","filesize":[{"value":"802.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"島崎08 author.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2984/files/島崎08 author.pdf"},"version_id":"b34915e5-cb85-4235-84bd-cbc12466ffc3"},{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-11-16"}],"displaytype":"detail","filename":"島崎08 publisher.pdf","filesize":[{"value":"3.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"島崎08 publisher.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2984/files/島崎08 publisher.pdf"},"version_id":"acdbf374-d475-4022-9034-a43fca38a943"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鉄筋コンクリート構造","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"デボンド","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"X型配筋間柱","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"耐震設計","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforced concrete structure","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"De-bond","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Diagonally reinforced stud","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Earthquake resistance design","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":"デボンド異形鉄筋を用いた間柱型RC造制振ダンパーの研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"デボンド異形鉄筋を用いた間柱型RC造制振ダンパーの研究","subitem_title_language":"ja"},{"subitem_title":"EXPERIMENTAL STUDY ON REINFORCED CONCRETE STUD COLUMN DAMPERS USING DE-BONDED DEFORMED BARS","subitem_title_language":"en"}]},"item_type_id":"7","owner":"10","path":["239"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2011-11-29"},"publish_date":"2011-11-29","publish_status":"0","recid":"2984","relation_version_is_last":true,"title":["デボンド異形鉄筋を用いた間柱型RC造制振ダンパーの研究"],"weko_creator_id":"10","weko_shared_id":-1},"updated":"2023-09-28T04:47:38.752673+00:00"}