{"_buckets": {"deposit": "4c2f58ba-3158-4ad6-89df-336df0a97497"}, "_deposit": {"id": "2007055", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "2007055"}, "status": "published"}, "_oai": {"id": "oai:u-ryukyu.repo.nii.ac.jp:02007055", "sets": ["1642837723744", "1642838406845"]}, "author_link": [], "item_1617186331708": {"attribute_name": "Title", "attribute_value_mlt": [{"subitem_1551255647225": "\u30e2\u30fc\u30e1\u30f3\u30c8\u5206\u914d\u6cd5\uff65\u30ab\u30cb\u4e00\u6cd5\uff65\u305f\u308f\u307f\u89d2\u6cd5\u306b\u3064\u3044\u3066 2 (\u624b\u8a08\u7b97\u306b\u3088\u308b\u4e0d\u9759\u5b9a\u30e9\u30fc\u30e1\u30f3\u306e\u89e3\u6cd5)", "subitem_1551255648112": "ja"}, {"subitem_1551255647225": "On Moment Distribution Method, Kani Method and slope-Deflection Method,2(Method for Solving Statically Indeterminate Rigid Frames by Hand Operation)", "subitem_1551255648112": "en"}]}, "item_1617186419668": {"attribute_name": "Creator", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "\u5177\u5fd7, \u5e78\u660c", "creatorNameLang": "ja"}]}, {"creatorNames": [{"creatorName": "Gushi, Yukimasa", "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_1617186626617": {"attribute_name": "Description", "attribute_value_mlt": [{"subitem_description": "In previous study,it was clarified the followings :the ordinary Cross method and Kani method can de explained by slope-deflection method,each process in Cross and Kani methods corresponds to that of slope-deflection method,and any numerical figures which appear in intermediate stages of Cross and Kani method are equal or equivalent to those of slope-deflection method.In this study,based on above,the slope-deflection methodes which are solyed dy Iteration are classfieb in following three categories; Type1 :A slope-deflection method which is solved by Iteration corresponds to Kani method.Type \u2161 : A slope-deflection method which is solved by Iteration corresponds to ordinary Cross method. Type 3 : A slope-deflection method which is solved by Iteration corresponds to the moment distribution method where sway moments are automatically controlled.Then,three types of slope-deflection methods are compared with one another. And,it is discussed that which type of slope-deflection method is more suitable in applying to each particular rigid framed structures.", "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\u7406\u5de5\u5b66\u90e8"}, {"subitem_1522300295150": "en", "subitem_1522300316516": "Science and Engineering Division, University of the Ryukyus"}]}, "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/20.500.12000/24010"}]}, "item_1617186920753": {"attribute_name": "Source Identifier", "attribute_value_mlt": [{"subitem_1522646500366": "ISSN", "subitem_1522646572813": "0387-429X"}, {"subitem_1522646500366": "NCID", "subitem_1522646572813": "AN00250785"}]}, "item_1617186941041": {"attribute_name": "Source Title", "attribute_value_mlt": [{"subitem_1522650068558": "ja", "subitem_1522650091861": "\u7409\u7403\u5927\u5b66\u7406\u5de5\u5b66\u90e8\u7d00\u8981 \u5de5\u5b66\u7bc7"}]}, "item_1617187056579": {"attribute_name": "Bibliographic Information", "attribute_value_mlt": [{"bibliographicIssueNumber": "4", "bibliographicPageEnd": "62", "bibliographicPageStart": "59"}]}, "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": "NA", "subitem_1600292170262": "http://purl.org/coar/version/c_be7fb7dd8ff6fe43"}]}, "item_1617605131499": {"attribute_name": "File", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_access", "download_preview_message": "", "file_order": 0, "filename": "NO4P059.pdf", "future_date_message": "", "is_thumbnail": false, "mimetype": "", "size": 0, "url": {"objectType": "fulltext", "url": "https://u-ryukyu.repo.nii.ac.jp/record/2007055/files/NO4P059.pdf"}, "version_id": "f77465bb-a1f4-4c26-971c-acb0f7d5a12b"}]}, "item_title": "\u30e2\u30fc\u30e1\u30f3\u30c8\u5206\u914d\u6cd5\uff65\u30ab\u30cb\u4e00\u6cd5\uff65\u305f\u308f\u307f\u89d2\u6cd5\u306b\u3064\u3044\u3066 2 (\u624b\u8a08\u7b97\u306b\u3088\u308b\u4e0d\u9759\u5b9a\u30e9\u30fc\u30e1\u30f3\u306e\u89e3\u6cd5)", "item_type_id": "15", "owner": "1", "path": ["1642837723744", "1642838406845"], "permalink_uri": "http://hdl.handle.net/20.500.12000/24010", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2012-03-27"}, "publish_date": "2012-03-27", "publish_status": "0", "recid": "2007055", "relation": {}, "relation_version_is_last": true, "title": ["\u30e2\u30fc\u30e1\u30f3\u30c8\u5206\u914d\u6cd5\uff65\u30ab\u30cb\u4e00\u6cd5\uff65\u305f\u308f\u307f\u89d2\u6cd5\u306b\u3064\u3044\u3066 2 (\u624b\u8a08\u7b97\u306b\u3088\u308b\u4e0d\u9759\u5b9a\u30e9\u30fc\u30e1\u30f3\u306e\u89e3\u6cd5)"], "weko_shared_id": -1}