{"_buckets": {"deposit": "fca2dad6-8c78-4820-8671-971324a38a88"}, "_deposit": {"id": "13088", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "13088"}, "status": "published"}, "_oai": {"id": "oai:soar-ir.repo.nii.ac.jp:00013088", "sets": []}, "author_link": ["39940"], "item_10_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1966-12-25", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "116", "bibliographicPageStart": "95", "bibliographicVolumeNumber": "21", "bibliographic_titles": [{"bibliographic_title": "信州大学工学部紀要"}]}]}, "item_10_description_20": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "The general transformation equations for the components of stress and strain from an axial system (o-x\u0027, y\u0027, z\u0027) to the original system (o-x, y, z), are considered first. Especially the transformation method for the stress tensor is a new idea. By using the results mentioned above and then applying them to the generalized Hooke\u0027s Law, the general transformation formulae of the elastic stiffness constants [cij] and compliance constants [sij] are answered with direction cosines li, mi, ni (i=1, 2, 3). In conclusion, these formulae are applicable to the transformations of [cij] or [sij] for any oblique cuts of single crystals.", "subitem_description_type": "Abstract"}]}, "item_10_description_30": {"attribute_name": "資源タイプ（コンテンツの種類）", "attribute_value_mlt": [{"subitem_description": "Article", "subitem_description_type": "Other"}]}, "item_10_description_31": {"attribute_name": "フォーマット：mimeタイプ", "attribute_value_mlt": [{"subitem_description": "application/pdf", "subitem_description_type": "Other"}]}, "item_10_description_5": {"attribute_name": "引用", "attribute_value_mlt": [{"subitem_description": "信州大学工学部紀要 21: 95-116 (1966)", "subitem_description_type": "Other"}]}, "item_10_publisher_4": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "信州大学工学部"}]}, "item_10_select_64": {"attribute_name": "著者版フラグ", "attribute_value_mlt": [{"subitem_select_item": "publisher"}]}, "item_10_source_id_35": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "0037-3818", "subitem_source_identifier_type": "ISSN"}]}, "item_10_source_id_39": {"attribute_name": "NII ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "0037-3818", "subitem_source_identifier_type": "ISSN"}]}, "item_10_source_id_40": {"attribute_name": "書誌レコードID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00121228", "subitem_source_identifier_type": "NCID"}]}, "item_10_text_66": {"attribute_name": "sortkey", "attribute_value_mlt": [{"subitem_text_value": "07"}]}, "item_1627890569677": {"attribute_name": "出版タイプ", "attribute_value_mlt": [{"subitem_version_resource": "http://purl.org/coar/version/c_970fb48d4fbd8a85", "subitem_version_type": "VoR"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "中沢,  光男", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "39940", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "ファイル情報", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2015-09-28"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "Engineering21-07.pdf", "filesize": [{"value": "633.4 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 633400.0, "url": {"label": "Engineering21-07.pdf", "url": "https://soar-ir.repo.nii.ac.jp/record/13088/files/Engineering21-07.pdf"}, "version_id": "eeb30b41-da16-4806-a539-b3cff93cdfe7"}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_resource_type": {"attribute_name": "資源タイプ", "attribute_value_mlt": [{"resourcetype": "departmental bulletin paper", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "任意の方位で切り出された単結晶板の弾性定数と弾性係数の変換公式", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "任意の方位で切り出された単結晶板の弾性定数と弾性係数の変換公式", "subitem_title_language": "ja"}, {"subitem_title": "Transformation formulae for the elastic stiffness and compliance constants in any oblique cuts of single crystals", "subitem_title_language": "en"}]}, "item_type_id": "10", "owner": "1", "path": ["1286"], "permalink_uri": "http://hdl.handle.net/10091/3058", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2009-05-18"}, "publish_date": "2009-05-18", "publish_status": "0", "recid": "13088", "relation": {}, "relation_version_is_last": true, "title": ["任意の方位で切り出された単結晶板の弾性定数と弾性係数の変換公式"], "weko_shared_id": -1}