{"created":"2023-05-15T10:22:22.214939+00:00","links":{},"metadata":{"_buckets":{"deposit":"dbf2304f-a9ff-400f-871b-14ff0eaabf00"},"_deposit":{"id":"5460.1","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"5460.1"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005460.1","sets":["73:27"]},"author_link":["13413","29329","29330","29342","29334","29335"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-08","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"839","bibliographicPageStart":"833","bibliographicVolumeNumber":"7","bibliographic_titles":[{"bibliographic_title":"応用力学論文集"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The previous paper by Harada et al.（2002）^1） proposed the subsystems method of analysis of seismic source-inhomogeneous soil layers system using BEM where the entire system is divided into two subsystems, in order to improve the weak points of the 3 dimensional BEM that requires a large capacity of computational memory compared with FDM and FEM. In this paper, by extending the previous method, the tri-subsystems method is presented where the entire system consisting of the two laterally inhomogeneous surface layers over the half space including a seismic source is divided into the three subsystems. Using a numerical example, the performance of this method is examined.","subitem_description_type":"Abstract"}]},"item_10001_version_type_20":{"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":"原田, 隆典"},{"creatorName":"ハラダ, タカノリ","creatorNameLang":"ja-Kana"},{"creatorName":"Harada, Takanori","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"13413","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"小林, 正樹"},{"creatorName":"コバヤシ, マサキ","creatorNameLang":"ja-Kana"},{"creatorName":"Kobayashi, Masaki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29329","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"岡田, 洋輔"},{"creatorName":"オカダ, ヨウスケ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"29330","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"王, 宏沢"}],"nameIdentifiers":[{"nameIdentifier":"29342","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Okada, Yosuke","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29334","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Oho, Kotaku","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29335","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":"2020-06-21"}],"displaytype":"detail","filename":"efficient_2004_harada.pdf","filesize":[{"value":"5.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5460.1/files/efficient_2004_harada.pdf"},"version_id":"8a0edb05-cbff-441f-bbbd-a59cea676434"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":":ground motions, inhomogeneous ground model, boundary element method, seismic waves, subsystems 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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"境界要素法に部分解析法を用いた不整形地盤系の効率的地震応答解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"境界要素法に部分解析法を用いた不整形地盤系の効率的地震応答解析","subitem_title_language":"ja"},{"subitem_title":"Efficient Simulation Method of Ground Motions Using Subsystems Analysis and Boundary Element Method","subitem_title_language":"en"}]},"item_type_id":"10001","owner":"2","path":["27"],"pubdate":{"attribute_name":"公開日","attribute_value":"2020-06-21"},"publish_date":"2020-06-21","publish_status":"0","recid":"5460.1","relation_version_is_last":true,"title":["境界要素法に部分解析法を用いた不整形地盤系の効率的地震応答解析"],"weko_creator_id":"2","weko_shared_id":2},"updated":"2023-07-24T06:05:55.711616+00:00"}