{"created":"2023-05-15T16:36:23.217907+00:00","id":9404,"links":{},"metadata":{"_buckets":{"deposit":"edaa6e1b-583d-46f2-96dd-dd1be9aab52d"},"_deposit":{"created_by":2,"id":"9404","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"9404"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00009404","sets":["14:21"]},"author_link":["37880","37886","37881","37882","37884","37885","37883","37879"],"item_2_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"STUDIES ON RESPONSE CONTROL TECHNOLOGIES FOR BUILDING STRUCTURES ―Part 1 Performance Tests of the Viscous Damping Walls for Large Damping Structures―"}]},"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1989-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"42","bibliographicPageStart":"29","bibliographicVolumeNumber":"35B","bibliographic_titles":[{"bibliographic_title":"構造工学論文集"}]}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The \"Structural Response Control Technology\" herein described is a new methodology which realizes structures having artificial large damping by the \"Viscous Damping Wall(in brief VD-Wall)\" . The VD-Wall is a wall-shaped powerful passive energy dissipator consisting of a pair of vertical steel plates filled with high ciscous fluid.\nThis part reports the results of performance testss using full scale VD-Wallsconducted to grasp the damping characteristics of VD-Walls.\nThe following facts were revealed;\nl)The viscous resistant force Qw generated in the VD-Wall can be represented by the sum of damping force Qd and restoring force Qk( Qw=Qd+Qk). The former Qd is proportional to the velocity gradient (dV/dy) raised to the α power，the latter Qk to the relative displacement(δ) raised to the (1+β)power.\n2)The value of exponent α is substantially constant regardless of the viscosity of fluid. And the value of β is also constant regardless of the viscosity.\n3)The damping capability of the VD-Wall during out-plane deformation is virtually the same as one when it is not deformed.","subitem_description_type":"Abstract"}]},"item_2_description_63":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"構造工学論文集, 35B, pp.29-42; 1989","subitem_description_type":"Other"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"37883","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Arima, Fumiaki"}]},{"nameIdentifiers":[{"nameIdentifier":"37884","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Miyazaki, Mitsuo"}]},{"nameIdentifiers":[{"nameIdentifier":"37885","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Komori, Kiyoshi"}]},{"nameIdentifiers":[{"nameIdentifier":"37886","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Takahashi, Kazuo"}]}]},"item_2_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会"}]},"item_2_rights_13":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 日本建築学会"}]},"item_2_text_62":{"attribute_name":"出版者別言語","attribute_value_mlt":[{"subitem_text_value":"Architectural Institute of Japan"}]},"item_2_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":"有馬, 文昭"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"宮崎, 光生"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"小森, 清司"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"高橋, 和雄"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-12-22"}],"displaytype":"detail","filename":"JSE35B_29.pdf","filesize":[{"value":"552.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE35B_29.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/9404/files/JSE35B_29.pdf"},"version_id":"b05ca9a6-2c93-404a-b04a-6f0974bd6c64"}]},"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":"建築構造物の応答制御設計法に関する研究　―その1 制震壁の粘性減衰特性に関する調査研究―","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"建築構造物の応答制御設計法に関する研究　―その1 制震壁の粘性減衰特性に関する調査研究―"}]},"item_type_id":"2","owner":"2","path":["21"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-12-13"},"publish_date":"2012-12-13","publish_status":"0","recid":"9404","relation_version_is_last":true,"title":["建築構造物の応答制御設計法に関する研究　―その1 制震壁の粘性減衰特性に関する調査研究―"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T01:46:53.010039+00:00"}