{"created":"2023-06-19T09:51:03.151444+00:00","id":8047,"links":{},"metadata":{"_buckets":{"deposit":"b325efd0-d156-45a0-b4e8-5463b0b2b65d"},"_deposit":{"created_by":3,"id":"8047","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8047"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008047","sets":["502:505:675:707"]},"author_link":["43145","43146","43147"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1999-10","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"43","bibliographicPageStart":"37","bibliographicVolumeNumber":"23","bibliographic_titles":[{"bibliographic_title":"福山大学工学部紀要"}]}]},"item_1_creator_6":{"attribute_name":"著者名(日)","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"鎌田, 輝男"}],"nameIdentifiers":[{"nameIdentifier":"43145","nameIdentifierScheme":"WEKO"}]}]},"item_1_description_1":{"attribute_name":"ページ属性","attribute_value_mlt":[{"subitem_description":"P(論文)","subitem_description_type":"Other"}]},"item_1_description_12":{"attribute_name":"抄録(英)","attribute_value_mlt":[{"subitem_description":"Dynamic analysis of structure is of much importance for anti-seismic design of a building.The greatest problem in the analysis is how to choose reasonable earthquake load, which is often represented by ground acceleration wave form function in time. In this report, the method of synthesizing earthquake accelereation having arbitrary spectral characteristics in the type of response spectrum. Amplitude parameters which synthesize a wave form are determined in the sense of non linear least square method using Levenberg-Marquardt Method.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43146","nameIdentifierScheme":"WEKO"}],"names":[{"name":"カマダ, テルオ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43147","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KAMADA, Teruo","nameLang":"en"}]}]},"item_1_source_id_13":{"attribute_name":"雑誌書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00217655","subitem_source_identifier_type":"NCID"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学工学部建築学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"1999-10-01"}],"displaytype":"detail","filename":"KJ00005781427.pdf","filesize":[{"value":"464.5 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8047/files/KJ00005781427.pdf"},"version_id":"8b2c8902-8a2b-45e9-9e53-03892ab9e7df"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"設計用地震動","subitem_subject_scheme":"Other"},{"subitem_subject":"模擬地震動","subitem_subject_scheme":"Other"},{"subitem_subject":"応答スペクトラム","subitem_subject_scheme":"Other"},{"subitem_subject":"レーベンベルグ・マルカート法","subitem_subject_scheme":"Other"},{"subitem_subject":"Design Earthquake","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Model Earthquake","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Response Spectrum","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Levenberg-Marquardt Method","subitem_subject_language":"en","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":"任意の応答スペクトル特性を持つ地震加速度波形の作成について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"任意の応答スペクトル特性を持つ地震加速度波形の作成について"},{"subitem_title":"Synthesizing of Earthquake Acceleration Wave Forms with Arbitrary Response Spectrum Characteristics","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["707"],"pubdate":{"attribute_name":"公開日","attribute_value":"1999-10-01"},"publish_date":"1999-10-01","publish_status":"0","recid":"8047","relation_version_is_last":true,"title":["任意の応答スペクトル特性を持つ地震加速度波形の作成について"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:31:04.070139+00:00"}