{"created":"2022-01-28T01:16:50.330210+00:00","id":2005601,"links":{},"metadata":{"_buckets":{"deposit":"6bb3df34-32ee-4b48-9ac2-439c8d6894a7"},"_deposit":{"id":"2005601","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2005601"},"status":"published"},"_oai":{"id":"oai:u-ryukyu.repo.nii.ac.jp:02005601","sets":["1642837622505:1642837855274:1642837860996","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鉄筋コンクリート構造物の非線形解析","subitem_1551255648112":"ja"},{"subitem_1551255647225":"Non-Linear Analysis of Reinforced Concrete Structures Using the 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"}]},"item_1617186626617":{"attribute_name":"Description","attribute_value_mlt":[{"subitem_description":"In this paper, the hybrid stress model is applied to limit analysis of reinforced concrete structures. The limit analysis is performed by using an incremental procedure. Non-linear effects of concrete tensile cracking, crushing, shear sliping and material stress-strain respons are considered. For numerical examples, Elastic analysis of contilever beam, a limit analysis of concrete block and analysis of reinforced concrete beam are performed.","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/20.500.12000/17667"}]},"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":"1985-09","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"30","bibliographicPageEnd":"11","bibliographicPageStart":"1"}]},"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":"No30p001.pdf","mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://u-ryukyu.repo.nii.ac.jp/record/2005601/files/No30p001.pdf"},"version_id":"a0ec0c4d-293a-469d-addd-4545618fcce1"}]},"item_title":"ハイブリッドストレスモデルによる鉄筋コンクリート構造物の非線形解析","item_type_id":"15","owner":"1","path":["1642837860996","1642838406845"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2010-08-03"},"publish_date":"2010-08-03","publish_status":"0","recid":"2005601","relation_version_is_last":true,"title":["ハイブリッドストレスモデルによる鉄筋コンクリート構造物の非線形解析"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-10-31T02:48:41.793109+00:00"}