{"created":"2023-05-15T16:49:32.331794+00:00","id":27035,"links":{},"metadata":{"_buckets":{"deposit":"5645e93c-8527-4f5d-a2a7-d360a80e5026"},"_deposit":{"created_by":6,"id":"27035","owners":[6],"pid":{"revision_id":0,"type":"depid","value":"27035"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00027035","sets":["14:15:16:2018"]},"author_link":["120399","120398","120395","120394","120396","120397"],"item_3_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Analytical Study of Elastic and Inelastic Behavior of Simple System to Artificial Earthquake Vibrations in Nagasaki"}]},"item_3_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2022-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"98","bibliographicPageEnd":"29","bibliographicPageStart":"23","bibliographicVolumeNumber":"52","bibliographic_titles":[{"bibliographic_title":"長崎大学大学院工学研究科研究報告"},{"bibliographic_title":"Reports of Graduate School of Engineering, Nagasaki University","bibliographic_titleLang":"en"}]}]},"item_3_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Nagasaki Prefecture is located at relatively low seismicity area in Japanese archipelago. There are no records of strong ground motions over 200 gal in Nagasaki Prefecture from the K-NET which started observation in 1996. When the Kumamoto earthquakes occurred and shook the Nagasaki City in 2016, the peak ground acceleration of the ground motions did not achieve 200 gal. The ground motions were not enough big to bring the inelastic response of the structures in Nagasaki according to the field survey of the damaged buildings in Nagasaki by the Kumamoto earthquake. There is no adequate size of the ground motion to investigate the inelastic response of the buildings in Nagasaki. The artificial earthquake vibrations were made in order to investigate to the seismic response of the new city hall of Nagasaki City which will be constructed in 2022. In this paper, the authors have studied the characteristics of the artificial vibrations of which the peak ground accelerations are 630 gal and 663 gal. The elastic response analysis was conducted to be compared to the response spectra of the building cord of Japan. The inelastic response analysis was conducted to be compared to the assumption of equating the energies proposed by Newmark in 1960. The response spectra of acceleration were over twice of the design spectra of the building cord of Japan. The maximum deformations calculated by time history analysis of the inelastic system were estimated safely by the assumption of equating the energies.","subitem_description_type":"Abstract"}]},"item_3_description_64":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"長崎大学大学院工学研究科研究報告, 52(98), pp.23-29; 2022","subitem_description_type":"Other"}]},"item_3_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"120397","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKAHARA, Hiroyuki"}]},{"nameIdentifiers":[{"nameIdentifier":"120398","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKAYAMA, Taiki"}]},{"nameIdentifiers":[{"nameIdentifier":"120399","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ODAWARA, Keita"}]}]},"item_3_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"長崎大学大学院工学研究科"}]},"item_3_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12601998","subitem_source_identifier_type":"NCID"}]},"item_3_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18805574","subitem_source_identifier_type":"ISSN"}]},"item_3_text_62":{"attribute_name":"sortkey","attribute_value_mlt":[{"subitem_text_value":"04"}]},"item_3_text_63":{"attribute_name":"出版者別言語","attribute_value_mlt":[{"subitem_text_value":"Graduate School of Engineering, Nagasaki University"}]},"item_3_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":"中原, 浩之"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"中山, 大輝"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"小俵, 慶太"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2022-01-31"}],"displaytype":"detail","filename":"52_98_23.pdf","filesize":[{"value":"2.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"52_98_23.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/27035/files/52_98_23.pdf"},"version_id":"724c6995-ffc0-42f7-aa64-8302f27d5090"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"equating the energies","subitem_subject_scheme":"Other"},{"subitem_subject":"response spectra","subitem_subject_scheme":"Other"},{"subitem_subject":"building cord of Japan","subitem_subject_scheme":"Other"},{"subitem_subject":"elasto-plasitc deformation","subitem_subject_scheme":"Other"},{"subitem_subject":"time history analysis","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"長崎の模擬および観測地震動を用いた質点モデルの弾塑性応答性状に関する解析的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"長崎の模擬および観測地震動を用いた質点モデルの弾塑性応答性状に関する解析的研究"}]},"item_type_id":"3","owner":"6","path":["2018"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-01-31"},"publish_date":"2022-01-31","publish_status":"0","recid":"27035","relation_version_is_last":true,"title":["長崎の模擬および観測地震動を用いた質点モデルの弾塑性応答性状に関する解析的研究"],"weko_creator_id":"6","weko_shared_id":-1},"updated":"2023-05-15T20:02:20.398010+00:00"}