{"created":"2023-05-15T11:43:19.197373+00:00","id":2985,"links":{},"metadata":{"_buckets":{"deposit":"aca8ae3e-c2a8-4fe1-98fe-c819b9b88974"},"_deposit":{"created_by":10,"id":"2985","owners":[10],"pid":{"revision_id":0,"type":"depid","value":"2985"},"status":"published"},"_oai":{"id":"oai:kanagawa-u.repo.nii.ac.jp:00002985","sets":["237:238:239"]},"author_link":["6165","6166","6167","6168","6169","6170"],"item_7_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-04","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"638","bibliographicPageEnd":"763","bibliographicPageStart":"755","bibliographicVolumeNumber":"74 (2009)","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集","bibliographic_titleLang":"ja"}]}]},"item_7_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"RC shear walls coupled with beams are becoming widely used for high-rise buildings in Japan. Since short-span coupling beams are subjected to large displacement during an earthquake, high ductility and excellent energy absorption performance are required.\nRC coupling beams with low-yield-point steel damper in the mid-span (coupling beam damper) have been developed and experimentally investigated in this study. Steel dampers in the mid-span are embedded into the RC beams at the both ends, and embedded lengths are ranging from 2 to 3.5 times as long as steel depth.\nThe coupling beam dampers provide the stable hysteretic performance up to 1/20 of drift angle, and equivalent damping coefficients of 20 to 30%. Sufficient amount of shear reinforcement needs to be arranged, so as to transfer shear force from steel damper to RC beams. Shear reinforcements are more effective when arranged in the tip of RC beams.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_7_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"カテゴリーⅡ","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/aijs.74.755"}],"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"https://doi.org/10.3130/aijs.74.755","subitem_relation_type_select":"DOI"}}]},"item_7_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881-8153","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":"熊谷, 仁志","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Kumagai, Hitoshi"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"島崎, 和司","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Shimazaki, Kazushi"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"林, 静雄","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Hayashi, Shizuo"}],"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10 publisher.pdf","filesize":[{"value":"5.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"島崎10 publisher.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2985/files/島崎10 publisher.pdf"},"version_id":"1ea3289d-509d-499c-804c-3464c53726ab"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Steel damper","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Low yield point steel","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Steel-Concrete Connection","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Coupling beam","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"鋼材ダンパー","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"低降伏点鋼","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"根巻き接合","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"境界梁","subitem_subject_language":"ja","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":"中央部に鋼材ダンパーを有するRC境界梁に関する実験的研究 －低降伏点鋼を用いた境界梁ダンパーに関する研究　その１－","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"中央部に鋼材ダンパーを有するRC境界梁に関する実験的研究 －低降伏点鋼を用いた境界梁ダンパーに関する研究　その１－","subitem_title_language":"ja"},{"subitem_title":"EXPERIMENTAL STUDY ON COUPLING BEAMS WITH STEEL DAMPERS IN MID-SPAN - Coupling beam dampers with low yield point steel (Part 1) -","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":"2985","relation_version_is_last":true,"title":["中央部に鋼材ダンパーを有するRC境界梁に関する実験的研究 －低降伏点鋼を用いた境界梁ダンパーに関する研究　その１－"],"weko_creator_id":"10","weko_shared_id":-1},"updated":"2023-09-28T04:47:39.195131+00:00"}