{"_buckets": {"deposit": "5bf289bb-44bf-4870-8480-eb3e062922a8"}, "_deposit": {"id": "2008690", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "2008690"}, "status": "published"}, "_oai": {"id": "oai:u-ryukyu.repo.nii.ac.jp:02008690", "sets": ["1642838338003", "1642838407312"]}, "author_link": [], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "下負荷面モデルによる繰返し円形応力負荷を受ける砂の変形挙動の予測および接線応力速度の効果", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "Deformation behavior for sand subjected to a cyclic loading of a circular stress path by the subloading surface model with tangential stress rate effect", "subitem_1551255648112": "en"}]}, "item_1617186419668": {"attribute_name": "Creator", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "瀬戸内, 秀規", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "橋口, 公一", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "鹿内, 健志", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "岡安, 崇史", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "Setouchi, Hideki", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Hashiguchi, Koichi", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Shikanai, Takeshi", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "Okayasu, Takashi", "creatorNameLang": "en"}]}]}, "item_1617186476635": {"attribute_name": "Access Rights", "attribute_value_mlt": [{"subitem_1522299639480": "open access", "subitem_1600958577026": "http://purl.org/coar/access_right/c_abf2"}]}, "item_1617186499011": {"attribute_name": "Rights", "attribute_value_mlt": [{"subitem_1522650717957": "ja", "subitem_1522651041219": "公益社団法人土木学会"}]}, "item_1617186609386": {"attribute_name": "Subject", "attribute_value_mlt": [{"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "elastoplasticity"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "inelastic stretching"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "tangential plasticity"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "subloading surface model"}, {"subitem_1522299896455": "en", "subitem_1522300014469": "Other", "subitem_1523261968819": "yield surface"}]}, "item_1617186626617": {"attribute_name": "Description", "attribute_value_mlt": [{"subitem_description": "The subloading surface model which fulfills the mechanical requirements for constitutive equations, i.e. the continuity,the smoothness conditions, the work rate-stiffness and the Masing effect relaxation has been extended so as to describe the inelastic stretching due to the deviatoric tangential stress rate for the subloading surface. The model is called the tangential-subloading surface model. In this article, the subloading surface model enabling the description of deformation behavior of a cyclic loading with the tangential rate effect is applied to the prediction of the deformation behavior of sand subjected to a cyclic loading of circular stress path in the π-plane deviating significantly from the proportional loading. The validity of the model and the tangential stress rate effect are verified comparing with the test data.", "subitem_description_type": "Other"}, {"subitem_description": "論文", "subitem_description_type": "Other"}]}, "item_1617186643794": {"attribute_name": "Publisher", "attribute_value_mlt": [{"subitem_1522300295150": "ja", "subitem_1522300316516": "土木学会応用力学委員会"}, {"subitem_1522300295150": "en", "subitem_1522300316516": "Applied Mechanics Committee, JSCE"}]}, "item_1617186702042": {"attribute_name": "Language", "attribute_value_mlt": [{"subitem_1551255818386": "jpn"}]}, "item_1617186783814": {"attribute_name": "Identifier", "attribute_value_mlt": [{"subitem_identifier_type": "HDL", "subitem_identifier_uri": "http://hdl.handle.net/20.500.12000/36948"}]}, "item_1617186920753": {"attribute_name": "Source Identifier", "attribute_value_mlt": [{"subitem_1522646500366": "ISSN", "subitem_1522646572813": "1345-9139"}]}, "item_1617186941041": {"attribute_name": "Source Title", "attribute_value_mlt": [{"subitem_1522650068558": "ja", "subitem_1522650091861": "応用力学論文集"}]}, "item_1617187056579": {"attribute_name": "Bibliographic Information", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2004-07-01", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "7", "bibliographicPageEnd": "634", "bibliographicPageStart": "625"}]}, "item_1617258105262": {"attribute_name": "Resource Type", "attribute_value_mlt": [{"resourcetype": "journal article", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_1617265215918": {"attribute_name": "Version Type", "attribute_value_mlt": [{"subitem_1522305645492": "VoR", "subitem_1600292170262": "http://purl.org/coar/version/c_970fb48d4fbd8a85"}]}, "item_1617605131499": {"attribute_name": "File", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_access", "download_preview_message": "", "file_order": 0, "filename": "No7p625.pdf", "future_date_message": "", "is_thumbnail": false, "mimetype": "", "size": 0, "url": {"objectType": "fulltext", "url": "https://u-ryukyu.repo.nii.ac.jp/record/2008690/files/No7p625.pdf"}, "version_id": "54ae1186-eaf3-4cdb-bcfd-e02d6d716d9f"}]}, "item_title": "下負荷面モデルによる繰返し円形応力負荷を受ける砂の変形挙動の予測および接線応力速度の効果", "item_type_id": "15", "owner": "1", "path": ["1642838338003", "1642838407312"], "permalink_uri": "http://hdl.handle.net/20.500.12000/36948", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2017-07-28"}, "publish_date": "2017-07-28", "publish_status": "0", "recid": "2008690", "relation": {}, "relation_version_is_last": true, "title": ["下負荷面モデルによる繰返し円形応力負荷を受ける砂の変形挙動の予測および接線応力速度の効果"], "weko_shared_id": -1}