{"_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": ["1642837860996", "1642838406845"]}, "author_link": [], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "\u30cf\u30a4\u30d6\u30ea\u30c3\u30c9\u30b9\u30c8\u30ec\u30b9\u30e2\u30c7\u30eb\u306b\u3088\u308b\u9244\u7b4b\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u69cb\u9020\u7269\u306e\u975e\u7dda\u5f62\u89e3\u6790", "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": "\u4f0a\u826f\u6ce2, \u7e41\u96c4", "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": "\u7d00\u8981\u8ad6\u6587", "subitem_description_type": "Other"}]}, "item_1617186643794": {"attribute_name": "Publisher", "attribute_value_mlt": [{"subitem_1522300295150": "ja", "subitem_1522300316516": "\u7409\u7403\u5927\u5b66\u5de5\u5b66\u90e8"}]}, "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": "\u7409\u7403\u5927\u5b66\u5de5\u5b66\u90e8\u7d00\u8981"}]}, "item_1617187056579": {"attribute_name": "Bibliographic Information", "attribute_value_mlt": [{"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", "download_preview_message": "", "file_order": 0, "filename": "No30p001.pdf", "future_date_message": "", "is_thumbnail": false, "mimetype": "", "size": 0, "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": "\u30cf\u30a4\u30d6\u30ea\u30c3\u30c9\u30b9\u30c8\u30ec\u30b9\u30e2\u30c7\u30eb\u306b\u3088\u308b\u9244\u7b4b\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u69cb\u9020\u7269\u306e\u975e\u7dda\u5f62\u89e3\u6790", "item_type_id": "15", "owner": "1", "path": ["1642837860996", "1642838406845"], "permalink_uri": "http://hdl.handle.net/20.500.12000/17667", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2010-08-03"}, "publish_date": "2010-08-03", "publish_status": "0", "recid": "2005601", "relation": {}, "relation_version_is_last": true, "title": ["\u30cf\u30a4\u30d6\u30ea\u30c3\u30c9\u30b9\u30c8\u30ec\u30b9\u30e2\u30c7\u30eb\u306b\u3088\u308b\u9244\u7b4b\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u69cb\u9020\u7269\u306e\u975e\u7dda\u5f62\u89e3\u6790"], "weko_shared_id": -1}