{"_buckets": {"deposit": "dfc9fae3-27e1-43dc-8f60-4acaffedcad6"}, "_deposit": {"id": "6302", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "6302"}, "status": "published"}, "_oai": {"id": "oai:kitami-it.repo.nii.ac.jp:00006302"}, "item_2_alternative_title_18": {"attribute_name": "\u305d\u306e\u4ed6\u306e\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_alternative_title": "\uff2f\uff4e \uff26\uff52\uff45\uff45 \uff56\uff49\uff42\uff52\uff41\uff54\uff49\uff4f\uff4e \uff4f\uff46 \uff41 \uff32\uff45\uff43\uff54\uff41\uff4e\uff47\uff55\uff4c\uff41\uff52 \uff30\uff4c\uff41\uff54\uff45 \uff42\uff59 \uff34\uff48\uff52\uff45\uff45,\uff33\uff54\uff52\uff45\uff53\uff53 \uff25\uff51\uff55\uff41\uff54\uff49\uff4f\uff4e"}]}, "item_2_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1972-06", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "2", "bibliographicPageEnd": "504", "bibliographicPageStart": "493", "bibliographicVolumeNumber": "3", "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": "\u3000\u3000The free vibration of a rectangular plate\uff0c especially with all edges free or clamped\uff0chas already been studied\uff0cbecause this is a very interesting characteristic value problem in the theory of elastity. A quite different method from previous studies is described in this paper. A plate is imagined to be divided into some numbers of strips (Finite Strip Method)\uff0cand the deflection w_r and M_r\uff1d\u4e00Nd^2w/dy^2)_r on the nodal line r are regarded as unknown values.\u3000Then the equilibrium equation of the shearing force and the continuity equation of the slope (three-stress equation)on r are corresponding to w_r\uff0cM_r\uff0cand the frequency equation can be obtained assuming that the inertia force acts on every node as a line load.\u3000The number of strips n and terms m which comes from Finite Fourier Transforms have influence on the accuracy of the quantity of natural frequency. Numerical results are as follows \uff1b we sdould take \uff0cn\u22674 in case of all edges simply supported rectangular plate in order to decrease error in less than 5\uff05\uff0cn\u22675 in case of the plate with two opposite edges simply supported and the other two clamped\u3002n\u22674 and \uff0cm\u22676 in sase of all edges clamped square plate.\u3000The rectangular plate with stepwise varying thickness\u3000in one\u3000direction and equithickness in another direction will also be treated by the same method for any boundary conditions.", "subitem_description_type": "Abstract"}]}, "item_2_full_name_3": {"attribute_name": "\u8457\u8005\u5225\u540d", "attribute_value_mlt": [{"nameIdentifiers": [{"nameIdentifier": "32087", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Kimiteru, SADO"}]}, {"nameIdentifiers": [{"nameIdentifier": "32088", "nameIdentifierScheme": "WEKO"}], "names": [{"name": "Sumio, G.  NOMACHI"}]}]}, "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": "\u4f50\u6e21, \u516c\u660e"}], "nameIdentifiers": [{"nameIdentifier": "32085", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "\u80fd\u753a, \u7d14\u96c4"}], "nameIdentifiers": [{"nameIdentifier": "32086", "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": "3-2-23.pdf", "filesize": [{"value": "4.1 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 4099999.9999999995, "url": {"label": "3-2-23.pdf", "url": "https://kitami-it.repo.nii.ac.jp/record/6302/files/3-2-23.pdf"}, "version_id": "494da075-f2a0-4849-aa44-efb9ee15dac6"}]}, "item_language": {"attribute_name": "\u8a00\u8a9e", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "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": "\uff13\u9023\u5fdc\u529b\u5f0f\u306b\u3088\u308b\u77e9\u5f62\u677f\u306e\u56da\u6709\u632f\u52d5\u89e3\u6790\u306b\u3064\u3044\u3066", "item_titles": {"attribute_name": "\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_title": "\uff13\u9023\u5fdc\u529b\u5f0f\u306b\u3088\u308b\u77e9\u5f62\u677f\u306e\u56da\u6709\u632f\u52d5\u89e3\u6790\u306b\u3064\u3044\u3066"}]}, "item_type_id": "2", "owner": "1", "path": ["7/15/26"], "permalink_uri": "https://kitami-it.repo.nii.ac.jp/records/6302", "pubdate": {"attribute_name": "\u516c\u958b\u65e5", "attribute_value": "2007-04-09"}, "publish_date": "2007-04-09", "publish_status": "0", "recid": "6302", "relation": {}, "relation_version_is_last": true, "title": ["\uff13\u9023\u5fdc\u529b\u5f0f\u306b\u3088\u308b\u77e9\u5f62\u677f\u306e\u56da\u6709\u632f\u52d5\u89e3\u6790\u306b\u3064\u3044\u3066"], "weko_shared_id": 3}