WEKO3
アイテム
{"_buckets": {"deposit": "0cb6146d-035f-4b79-9e2a-2721d7e9883a"}, "_deposit": {"created_by": 2, "id": "21039", "owners": [2], "pid": {"revision_id": 0, "type": "depid", "value": "21039"}, "status": "published"}, "_oai": {"id": "oai:nagasaki-u.repo.nii.ac.jp:00021039", "sets": ["1479"]}, "author_link": ["88588", "88592", "88590", "88591", "88589"], "item_3_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1996-07", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "47", "bibliographicPageEnd": "209", "bibliographicPageStart": "203", "bibliographicVolumeNumber": "26", "bibliographic_titles": [{"bibliographic_title": "長崎大学工学部研究報告"}]}]}, "item_3_description_4": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "The inelastic behavior of cantilever column with circular hollow section subjected to repeated proportional loading of horizontal and torsional loads under a constant axial compression is studied. An accurate numerical method for steel space frames and members with closed thin walled section which was developed by the authors is used to investigate the behavior. It is shown that a nonstationary characteristics, increase of out-of-plane deformation, is observed even in the column without an axial compressive load and a strong axial compressive load causes a significant divergence of out-of-plane deformation.", "subitem_description_type": "Abstract"}]}, "item_3_description_64": {"attribute_name": "引用", "attribute_value_mlt": [{"subitem_description": "長崎大学工学部研究報告 Vol.26(47) p. 203-209, 1996", "subitem_description_type": "Other"}]}, "item_3_source_id_10": {"attribute_name": "書誌レコードID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00178418", "subitem_source_identifier_type": "NCID"}]}, "item_3_source_id_7": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "02860902", "subitem_source_identifier_type": "ISSN"}]}, "item_3_text_62": {"attribute_name": "sortkey", "attribute_value_mlt": [{"subitem_text_value": "P00203-P00209"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Shugyo, Minoru"}], "nameIdentifiers": [{"nameIdentifier": "88588", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Li, Jianping"}], "nameIdentifiers": [{"nameIdentifier": "88589", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Oka, Nobuo"}], "nameIdentifiers": [{"nameIdentifier": "88590", "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": "2020-12-23"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "KJ00004723882.pdf", "filesize": [{"value": "569.6 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 569600.0, "url": {"label": "KJ00004723882.pdf", "url": "https://nagasaki-u.repo.nii.ac.jp/record/21039/files/KJ00004723882.pdf"}, "version_id": "4b465540-d505-48d7-b75b-60718334e2a6"}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "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": "Elasto-Plastic Behavior of Steel Pipe Beam-Column subjected to Cyclic Horizontal and Torsional Loads", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "Elasto-Plastic Behavior of Steel Pipe Beam-Column subjected to Cyclic Horizontal and Torsional Loads"}]}, "item_type_id": "3", "owner": "2", "path": ["1479"], "permalink_uri": "http://hdl.handle.net/10069/14923", "pubdate": {"attribute_name": "公開日", "attribute_value": "2008-03-05"}, "publish_date": "2008-03-05", "publish_status": "0", "recid": "21039", "relation": {}, "relation_version_is_last": true, "title": ["Elasto-Plastic Behavior of Steel Pipe Beam-Column subjected to Cyclic Horizontal and Torsional Loads"], "weko_shared_id": -1}
Elasto-Plastic Behavior of Steel Pipe Beam-Column subjected to Cyclic Horizontal and Torsional Loads
http://hdl.handle.net/10069/14923
http://hdl.handle.net/10069/1492356276228-f77e-479a-92e6-d622f44130ba
名前 / ファイル | ライセンス | アクション |
---|---|---|
KJ00004723882.pdf (569.6 kB)
|
|
Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2008-03-05 | |||||
タイトル | ||||||
タイトル | Elasto-Plastic Behavior of Steel Pipe Beam-Column subjected to Cyclic Horizontal and Torsional Loads | |||||
言語 | ||||||
言語 | eng | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | departmental bulletin paper | |||||
著者 |
Shugyo, Minoru
× Shugyo, Minoru× Li, Jianping× Oka, Nobuo |
|||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The inelastic behavior of cantilever column with circular hollow section subjected to repeated proportional loading of horizontal and torsional loads under a constant axial compression is studied. An accurate numerical method for steel space frames and members with closed thin walled section which was developed by the authors is used to investigate the behavior. It is shown that a nonstationary characteristics, increase of out-of-plane deformation, is observed even in the column without an axial compressive load and a strong axial compressive load causes a significant divergence of out-of-plane deformation. | |||||
書誌情報 |
長崎大学工学部研究報告 巻 26, 号 47, p. 203-209, 発行日 1996-07 |
|||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 02860902 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00178418 | |||||
sortkey | ||||||
P00203-P00209 | ||||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 長崎大学工学部研究報告 Vol.26(47) p. 203-209, 1996 |