{"created":"2023-07-27T06:26:01.731756+00:00","id":9573,"links":{},"metadata":{"_buckets":{"deposit":"02c8fcee-176c-4662-be6f-e41dfd0ff026"},"_deposit":{"created_by":3,"id":"9573","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"9573"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00009573","sets":["934:935:936"]},"author_link":["9781","61113"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2001-01-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"356","bibliographicPageStart":"345","bibliographicVolumeNumber":"4","bibliographic_titles":[{"bibliographic_title":"応用力学論文集 = Journal of applied mechanics : JSCE"}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this paper, we examine a new method of implicit finite element analysis of soil/water coupling problems. It consists of two main schemes: One scheme is an implicit return mapping scheme and another is a scheme which employs the consistent tangential modulus. The implicit return mapping scheme is based on the notion of the elastic-plastic operator split that consists of the elastic predictor and the plastic corrector. A tangential modulus consisting with the integration algorithm is developed for a well-known Cam-clay model for soils. Some examples of the implicit method show the high accuracy and much reducing the total CPU time.","subitem_description_type":"Abstract"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会 = Japan Society of Civil Engineers"}]},"item_4_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.2208/journalam.4.345","subitem_relation_type_select":"DOI"}}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://www.jsce.or.jp/","subitem_relation_type_select":"URI"}},{"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/journalam1998/-char/ja/","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright © by Japan Society of Civil Engineers 土木学会 | 許可を得て登録"}]},"item_4_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AA11311063","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1345-9139","subitem_source_identifier_type":"ISSN"}]},"item_4_version_type_25":{"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":"矢富, 盟祥"}],"nameIdentifiers":[{},{},{}]},{"creatorNames":[{"creatorName":"鱸, 洋一"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-10-03"}],"displaytype":"detail","filename":"TE-PR-YATOMI-C-345.pdf","filesize":[{"value":"1.7 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"TE-PR-YATOMI-C-345.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/9573/files/TE-PR-YATOMI-C-345.pdf"},"version_id":"79b31367-aec3-4877-a6a6-162f4f59f0c7"}]},"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":"陰解法弾塑性計算アルゴリズムを用いた微小変形土/水連成有限要素法解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"陰解法弾塑性計算アルゴリズムを用いた微小変形土/水連成有限要素法解析"},{"subitem_title":"Finite element method analysis of soil/water coupling problems using implicit elasto-plastic calculation algorithm","subitem_title_language":"en"}]},"item_type_id":"4","owner":"3","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"9573","relation_version_is_last":true,"title":["陰解法弾塑性計算アルゴリズムを用いた微小変形土/水連成有限要素法解析"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2024-05-13T05:39:23.517400+00:00"}