{"_buckets": {"deposit": "18b27309-bcf9-4ba5-ad5b-ad746d72231a"}, "_deposit": {"id": "6416", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6416"}, "status": "published"}, "_oai": {"id": "oai:kitami-it.repo.nii.ac.jp:00006416"}, "item_2_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1976-11", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "1", "bibliographicPageEnd": "132", "bibliographicPageStart": "119", "bibliographicVolumeNumber": "8", "bibliographic_titles": [{"bibliographic_title": "\u5317\u898b\u5de5\u696d\u5927\u5b66\u7814\u7a76\u5831\u544a"}]}]}, "item_2_description_14": {"attribute_name": "\u30d5\u30a9\u30fc\u30de\u30c3\u30c8", "attribute_value_mlt": [{"subitem_description": "application/pdf", "subitem_description_type": "Other"}]}, "item_2_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "The stress distributions\u3000and deflections\u3000of steel plate bridge decks with closed from longitudinial ribs which are built up with thin rectangular strip elements, and are convinient to apply folded plate theory, are disccussed.\u3000\u3000Making use of finite Fourier transform in the longitudinal direction and finite Fourier integration transform in the transverse direction, the solution of the theoretical analysis of the decks is obtained in the terms of double Fourier series.\u3000\u3000As numerical examples, the simply supported steel plate bridge decks which are subjected to partially distributed uniform tire load, are taken into account.", "subitem_description_type": "Abstract"}]}, "item_2_publisher_32": {"attribute_name": "\u51fa\u7248\u8005", "attribute_value_mlt": [{"subitem_publisher": "\u5317\u898b\u5de5\u696d\u5927\u5b66"}]}, "item_2_select_15": {"attribute_name": "\u8457\u8005\u7248\u30d5\u30e9\u30b0", "attribute_value_mlt": [{"subitem_select_item": "publisher"}]}, "item_creator": {"attribute_name": "\u8457\u8005", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "NOMACHI, Sumio G"}], "nameIdentifiers": [{"nameIdentifier": "32509", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "OHSHIMA, Toshiyuki"}], "nameIdentifiers": [{"nameIdentifier": "32510", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "\u30d5\u30a1\u30a4\u30eb\u60c5\u5831", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2016-11-22"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "8-1-12.pdf", "filesize": [{"value": "4.8 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 4800000.0, "url": {"label": "8-1-12.pdf", "url": "https://kitami-it.repo.nii.ac.jp/record/6416/files/8-1-12.pdf"}, "version_id": "22439124-4d11-4387-acfe-d6f9780fc1e1"}]}, "item_language": {"attribute_name": "\u8a00\u8a9e", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_resource_type": {"attribute_name": "\u8cc7\u6e90\u30bf\u30a4\u30d7", "attribute_value_mlt": [{"resourcetype": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "Analysis of One-way Ribbed Plates", "item_titles": {"attribute_name": "\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_title": "Analysis of One-way Ribbed Plates"}]}, "item_type_id": "2", "owner": "1", "path": ["7/15/29"], "permalink_uri": "https://kitami-it.repo.nii.ac.jp/records/6416", "pubdate": {"attribute_name": "\u516c\u958b\u65e5", "attribute_value": "2007-04-09"}, "publish_date": "2007-04-09", "publish_status": "0", "recid": "6416", "relation": {}, "relation_version_is_last": true, "title": ["Analysis of One-way Ribbed Plates"], "weko_shared_id": 3}