{"created":"2023-05-15T11:43:13.611087+00:00","id":2862,"links":{},"metadata":{"_buckets":{"deposit":"b12b0023-b441-4490-b7ed-4f93464b763a"},"_deposit":{"created_by":1,"id":"2862","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2862"},"status":"published"},"_oai":{"id":"oai:kanagawa-u.repo.nii.ac.jp:00002862","sets":["237:238:239"]},"author_link":["5523","5522"],"item_7_alternative_title_20":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"TORSIONAL RESPONSE OF A BASE ISOLATED LARGE BUILDING(Structures)"}]},"item_7_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006-06-20","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"82","bibliographicPageStart":"77","bibliographicVolumeNumber":"23","bibliographic_titles":[{"bibliographic_title":"日本建築学会技術報告集"}]}]},"item_7_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This paper reports seismic observation of a base isolated large building in terms of torsional vibration. The building is 8F/B2F with 90m length, 30m width, and 40m high. The isolate equipments are placed between B1F and B2F. Acceleration records and in-story deformations are measured at both ends of the building in longitudinal direction. The recorded data of Chiba-kenn-hokuseibu earthquake on 28^<th> of July 2005 showed some torsional response vibration caused by eccentricity of the building and the difference of input motions at both side. Results of a simple analytical model showed good agreements with observed records.","subitem_description_type":"Abstract"}]},"item_7_description_40":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"Article","subitem_description_type":"Other"}]},"item_7_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"rights:日本建築学会　rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである　relation: isVersionOf: http://ci.nii.ac.jp/naid/110006343963","subitem_description_type":"Other"}]},"item_7_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会"}]},"item_7_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10531441","subitem_source_identifier_type":"NCID"}]},"item_7_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1341-9463","subitem_source_identifier_type":"ISSN"}]},"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":"島崎, 和司"}],"nameIdentifiers":[{"nameIdentifier":"5522","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Shimazaki, Kazushi"}],"nameIdentifiers":[{"nameIdentifier":"5523","nameIdentifierScheme":"WEKO"}]}]},"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":"110006343963.pdf","filesize":[{"value":"941.5 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"110006343963.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2862/files/110006343963.pdf"},"version_id":"d52b05c5-5524-437e-a94c-956942573d12"},{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-11-16"}],"displaytype":"detail","filename":"23Eq.pdf","filesize":[{"value":"986.1 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"23Eq.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2862/files/23Eq.pdf"},"version_id":"b4fafd3b-fcdc-41d1-9d28-6e33e90f5df9"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"免震建物","subitem_subject_scheme":"Other"},{"subitem_subject":"長大建物","subitem_subject_scheme":"Other"},{"subitem_subject":"地震観測","subitem_subject_scheme":"Other"},{"subitem_subject":"捩れ振動","subitem_subject_scheme":"Other"},{"subitem_subject":"Base isolated building","subitem_subject_scheme":"Other"},{"subitem_subject":"Long building","subitem_subject_scheme":"Other"},{"subitem_subject":"Seismic observation","subitem_subject_scheme":"Other"},{"subitem_subject":"Torsional vibration","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":"平面形状の大きな免震建物の地震時の捩れ振動を伴う挙動(構造)","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"平面形状の大きな免震建物の地震時の捩れ振動を伴う挙動(構造)"}]},"item_type_id":"7","owner":"1","path":["239"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-03-05"},"publish_date":"2010-03-05","publish_status":"0","recid":"2862","relation_version_is_last":true,"title":["平面形状の大きな免震建物の地震時の捩れ振動を伴う挙動(構造)"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-05-15T16:36:38.337068+00:00"}