{"created":"2022-01-28T01:16:52.920423+00:00","id":2005602,"links":{},"metadata":{"_buckets":{"deposit":"df3c5198-be5b-4e62-be0f-b3f450f7672b"},"_deposit":{"id":"2005602","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2005602"},"status":"published"},"_oai":{"id":"oai:u-ryukyu.repo.nii.ac.jp:02005602","sets":["1642837622505:1642837855274:1642837860531","1642838403551:1642838406845"]},"author_link":[],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_1551255647225":"ハイブリッドストレスモデルによる非線形構造解析","subitem_1551255648112":"ja"},{"subitem_1551255647225":"Non-Linear Structural Analysis by Hybrid Stress Model","subitem_1551255648112":"en"}]},"item_1617186419668":{"attribute_name":"Creator","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"伊良波, 繁雄","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"Iraha, Shigeo","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_1617186609386":{"attribute_name":"Subject","attribute_value_mlt":[{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"Limit Analysis"},{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"Hybrid Stress Model"},{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"FEM"},{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"Reinforced Concrete"},{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"Contact Problem"}]},"item_1617186626617":{"attribute_name":"Description","attribute_value_mlt":[{"subitem_description":"Recently, a structural analysis using new type discrete model was developed by T. Kawai, and it has been applied to limit state analysis of structure and solid. In this paper, non-linear structural analyses by two-dimensional hybrid stress model are presented, where the elements idealized by T. Kawai are applied. Since the elements have a node at mid-point of length of the each boundary side, the analysis is useful for treating non-linear problems including crack and slip. Herein, the hybrid stress model is applied for the bearing capacity of a concrete block, the load carrying capacity of reinforced concrete beam and contact problems of two elastic bodies.","subitem_description_type":"Other"},{"subitem_description":"紀要論文","subitem_description_type":"Other"}]},"item_1617186643794":{"attribute_name":"Publisher","attribute_value_mlt":[{"subitem_1522300295150":"ja","subitem_1522300316516":"琉球大学工学部"}]},"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/20.500.12000/17668"}]},"item_1617186920753":{"attribute_name":"Source Identifier","attribute_value_mlt":[{"subitem_1522646500366":"ISSN","subitem_1522646572813":"0389-102X"},{"subitem_1522646500366":"NCID","subitem_1522646572813":"AN0025048X"}]},"item_1617186941041":{"attribute_name":"Source Title","attribute_value_mlt":[{"subitem_1522650068558":"ja","subitem_1522650091861":"琉球大学工学部紀要"}]},"item_1617187056579":{"attribute_name":"Bibliographic Information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1985-03","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"29","bibliographicPageEnd":"37","bibliographicPageStart":"29"}]},"item_1617258105262":{"attribute_name":"Resource Type","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper","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","filename":"No29p029.pdf","mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://u-ryukyu.repo.nii.ac.jp/record/2005602/files/No29p029.pdf"},"version_id":"abe0848c-28ae-4656-896e-b4ee538ac762"}]},"item_title":"ハイブリッドストレスモデルによる非線形構造解析","item_type_id":"15","owner":"1","path":["1642837860531","1642838406845"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2010-08-03"},"publish_date":"2010-08-03","publish_status":"0","recid":"2005602","relation_version_is_last":true,"title":["ハイブリッドストレスモデルによる非線形構造解析"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-10-31T02:48:45.518271+00:00"}