{"created":"2023-05-15T11:43:13.756557+00:00","id":2865,"links":{},"metadata":{"_buckets":{"deposit":"dd7f8ae3-8533-4d9d-9475-da5434a19e47"},"_deposit":{"created_by":1,"id":"2865","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2865"},"status":"published"},"_oai":{"id":"oai:kanagawa-u.repo.nii.ac.jp:00002865","sets":["237:238:239"]},"author_link":["5528","5529"],"item_7_alternative_title_20":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"ESTIMATION OF DISPLACEMENT RESPONSES FOR R/C BUILDINGS USING THE RESPONSE SPECTRUM"}]},"item_7_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-12-30","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"113","bibliographicPageStart":"107","bibliographicVolumeNumber":"562","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集"}]}]},"item_7_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This paper proposes a method to estimate the maximum displacement response of reinforced concrete buildings in an earthquake using the response spectrum. Nonlinear earthquake response calculations of 12,600 systems were carried out for 20 ground motions. The results were classified by using the dimensionless parameters based on properties of the system and the frequency characteristics of the ground motion, and plotted in the relation of the dimensionless parameters, strength ratio SR and displacement ratio DR. This relation was fitted by the hyperbolic curve for each plotted figure and the estimation equations (3) and (8) were proposed. This estimation showed satisfactory results in safety side.","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":"Journal of structural and construction engineering. Transactions of AIJ (562), 107-113, 20021230  Architectural,Institute of Japan","subitem_description_type":"Other"},{"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/110004304410","subitem_description_type":"Other"},{"subitem_description":"カテゴリーⅡ","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_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1340-4202","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":"5528","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Shimazaki, Kazushi"}],"nameIdentifiers":[{"nameIdentifier":"5529","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":"A-01.pdf","filesize":[{"value":"504.7 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"A-01.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2865/files/A-01.pdf"},"version_id":"70468973-67e4-4489-aabd-9dfbe550cde7"},{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-11-16"}],"displaytype":"detail","filename":"P-01.pdf","filesize":[{"value":"817.7 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"P-01.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2865/files/P-01.pdf"},"version_id":"a07a9993-cf4a-4960-9fa7-f6738aad1521"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Reinforced Concrete Building","subitem_subject_scheme":"Other"},{"subitem_subject":"Earthquake Resistant Design","subitem_subject_scheme":"Other"},{"subitem_subject":"Displacement Response","subitem_subject_scheme":"Other"},{"subitem_subject":"Response Spectrum","subitem_subject_scheme":"Other"},{"subitem_subject":"鉄筋コンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"耐震設計","subitem_subject_scheme":"Other"},{"subitem_subject":"変位応答","subitem_subject_scheme":"Other"},{"subitem_subject":"応答スペクトル","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":"応答スペクトルを用いた鉄筋コンクリート構造物の地震時応答変位の予測","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"応答スペクトルを用いた鉄筋コンクリート構造物の地震時応答変位の予測"}]},"item_type_id":"7","owner":"1","path":["239"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-04-02"},"publish_date":"2010-04-02","publish_status":"0","recid":"2865","relation_version_is_last":true,"title":["応答スペクトルを用いた鉄筋コンクリート構造物の地震時応答変位の予測"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-05-15T16:36:30.818699+00:00"}