{"created":"2023-07-27T06:52:36.445879+00:00","id":46635,"links":{},"metadata":{"_buckets":{"deposit":"b4754949-909f-485f-9aad-fe49a4865312"},"_deposit":{"created_by":18,"id":"46635","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"46635"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00046635","sets":["2812:2813:2824"]},"author_link":["9781","81157"],"item_9_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010-04-02","bibliographicIssueDateType":"Issued"},"bibliographicPageStart":"4p.","bibliographicVolumeNumber":"2007-2009","bibliographic_titles":[{"bibliographic_title":"平成21(2009)年度 科学研究費補助金 基盤研究(B) 研究成果報告書"},{"bibliographic_title":"2009 Fiscal Year Final Research Report","bibliographic_titleLang":"en"}]}]},"item_9_creator_33":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{}],"nameIdentifiers":[{},{}]}]},"item_9_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"要素節点に特異変位の不連続量を組み込むことにより,リメッシュが不要な,拡張有限要素法を使用し,新たに多軸圧縮荷重下での弾塑性体の地盤材料の破壊にも適用可能な有限要素法の開発を行った.弾塑性体の場合は特異変位場が未知なため,弾塑性体の特異変位場の漸近理論解を得た.また圧縮応力場では,滑り面に摩擦やダイラタンシーが生じるため,これらの現象を取り入れたCohisive領域の構成式を考え,弾塑性体物体とき裂面の摩擦則を一貫してリターンマップ陰解法が可能なプログラムを開発し地盤の滑り現象の解析を行なった.","subitem_description_type":"Abstract"}]},"item_9_description_22":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"研究課題/領域番号:19310120, 研究期間(年度):2007-2009","subitem_description_type":"Other"},{"subitem_description":"出典：研究課題「不連続有限要素法を用いた地盤災害の破壊力学的解明」課題番号19310120\n（KAKEN：科学研究費助成事業データベース（国立情報学研究所）） \n（https://kaken.nii.ac.jp/report/KAKENHI-PROJECT-19310120/19310120seika/）を加工して作成","subitem_description_type":"Other"}]},"item_9_description_5":{"attribute_name":"提供者所属","attribute_value_mlt":[{"subitem_description":"金沢大学理工研究域環境デザイン学系","subitem_description_type":"Other"}]},"item_9_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00052967","subitem_identifier_reg_type":"JaLC"}]},"item_9_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"https://kaken.nii.ac.jp/search/?qm=90135541"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://kaken.nii.ac.jp/search/?qm=90135541","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-19310120/"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-19310120/","subitem_relation_type_select":"URI"}},{"subitem_relation_name":[{"subitem_relation_name_text":"https://kaken.nii.ac.jp/report/KAKENHI-PROJECT-19310120/19310120seika/"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://kaken.nii.ac.jp/report/KAKENHI-PROJECT-19310120/19310120seika/","subitem_relation_type_select":"URI"}}]},"item_9_version_type_25":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_ab4af688f83e57aa","subitem_version_type":"AM"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-12-21"}],"displaytype":"detail","filename":"TE-PR-YATOMI-C-kaken 2010-4p.pdf","filesize":[{"value":"193.9 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"TE-PR-YATOMI-C-kaken 2010-4p.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/46635/files/TE-PR-YATOMI-C-kaken 2010-4p.pdf"},"version_id":"1bd6b144-0ece-45fd-8afb-9f92434ac372"}]},"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":"research report","resourceuri":"http://purl.org/coar/resource_type/c_18ws"}]},"item_title":"不連続有限要素法を用いた地盤災害の破壊力学的解明","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"不連続有限要素法を用いた地盤災害の破壊力学的解明"},{"subitem_title":"Fracture mechanical explanation of ground disaster using a discontinuous finite element method","subitem_title_language":"en"}]},"item_type_id":"9","owner":"18","path":["2824"],"pubdate":{"attribute_name":"公開日","attribute_value":"2018-12-21"},"publish_date":"2018-12-21","publish_status":"0","recid":"46635","relation_version_is_last":true,"title":["不連続有限要素法を用いた地盤災害の破壊力学的解明"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-07-27T13:13:18.842065+00:00"}