WEKO3
アイテム
{"_buckets": {"deposit": "7efd76df-e547-4866-8e63-0f33b0276953"}, "_deposit": {"id": "13125", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "13125"}, "status": "published"}, "_oai": {"id": "oai:soar-ir.repo.nii.ac.jp:00013125", "sets": []}, "author_link": ["39984"], "item_10_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1962-08-01", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "116", "bibliographicPageStart": "91", "bibliographicVolumeNumber": "13", "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": "In practice, the rigid frames which have the members of unsymmetrical cross sections are occasionally constructed. In such cases, it is neccessary to consider the outside displacements to the frame plane together with displacements in the frame plane. But their stresses are conventionally calculated in neglecting the effects of these outside displacements in the practical design. Then the writer fears that this conventional method of analysis is to lead errorneous results. The writer has tried to analyse these frames exactly by taking the deflections of the members in all directions into consideration. The fundamental formulas are referred to the slope-deflection formulas, and the method of analysis is shown by giving illustrative examples. It has especially been noticed that the magnitude of product of inertia of cross section is the most effective factor.", "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 13: 91-116 (1962)", "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": "04"}]}, "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": "草間, 孝志", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "39984", "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": "Engineering13-04.pdf", "filesize": [{"value": "1.1 MB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 1100000.0, "url": {"label": "Engineering13-04.pdf", "url": "https://soar-ir.repo.nii.ac.jp/record/13125/files/Engineering13-04.pdf"}, "version_id": "202612d4-7838-47f1-b74e-a7af073652a9"}]}, "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": "非対称曲げをうけるラーメンの一解法", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "非対称曲げをうけるラーメンの一解法", "subitem_title_language": "ja"}, {"subitem_title": "Analysis of Rigid Frames Subjected to Unsymmetrical Bending", "subitem_title_language": "en"}]}, "item_type_id": "10", "owner": "1", "path": ["1294"], "permalink_uri": "http://hdl.handle.net/10091/2872", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2009-03-30"}, "publish_date": "2009-03-30", "publish_status": "0", "recid": "13125", "relation": {}, "relation_version_is_last": true, "title": ["非対称曲げをうけるラーメンの一解法"], "weko_shared_id": -1}
非対称曲げをうけるラーメンの一解法
http://hdl.handle.net/10091/2872
http://hdl.handle.net/10091/2872e69bccd1-d137-45c2-b2ee-4c6dba5e9e1f
名前 / ファイル | ライセンス | アクション |
---|---|---|
![]() |
|
Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2009-03-30 | |||||
タイトル | ||||||
言語 | ja | |||||
タイトル | 非対称曲げをうけるラーメンの一解法 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Analysis of Rigid Frames Subjected to Unsymmetrical Bending | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | departmental bulletin paper | |||||
著者 |
草間, 孝志
× 草間, 孝志 |
|||||
出版者 | ||||||
出版者 | 信州大学工学部 | |||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 信州大学工学部紀要 13: 91-116 (1962) | |||||
書誌情報 |
信州大学工学部紀要 巻 13, p. 91-116, 発行日 1962-08-01 |
|||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | In practice, the rigid frames which have the members of unsymmetrical cross sections are occasionally constructed. In such cases, it is neccessary to consider the outside displacements to the frame plane together with displacements in the frame plane. But their stresses are conventionally calculated in neglecting the effects of these outside displacements in the practical design. Then the writer fears that this conventional method of analysis is to lead errorneous results. The writer has tried to analyse these frames exactly by taking the deflections of the members in all directions into consideration. The fundamental formulas are referred to the slope-deflection formulas, and the method of analysis is shown by giving illustrative examples. It has especially been noticed that the magnitude of product of inertia of cross section is the most effective factor. | |||||
資源タイプ(コンテンツの種類) | ||||||
内容記述タイプ | Other | |||||
内容記述 | Article | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 0037-3818 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00121228 | |||||
出版タイプ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 |