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Some steel box piers of the motorway viaduct are often faced to a serious problem of the crack due to the fatigue at the beam-to-column connection. To prevent from the development of the crack, sometimes, a hole is arranged at the connection of the beam and the column. Such a hole is certainly effective to the crack, however, in this case, the influence to the buckling strength is not considered. Thus, in the current paper, the buckling strength of the column with a hole at the connection of the beam is studied. The elasto-plastic large deflection FEM analysis is made on the column with the plate thickness and the radius of the hole as parameters. The results indicate that the hole shall decrease the strength of the column up to 9% when the compression stress is arisen near the hole. (c) 2008 Elsevier Ltd. All rights reserved."}]}, "item_creator": {"attribute_name": "\u8457\u8005", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Shimizu,  S"}], "nameIdentifiers": [{"nameIdentifier": "38774", "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": "2015-09-28"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "Shimizu-Journal[1].pdf", "filesize": [{"value": "437.2 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 437200.0, "url": {"label": "Shimizu-Journal[1].pdf", "url": "https://soar-ir.repo.nii.ac.jp/record/12654/files/Shimizu-Journal[1].pdf"}, "version_id": "6133dee9-c067-4f9c-9e63-8b8f9fb5ffec"}]}, "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": "journal article", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "Strength of a corner zone of a frame structure with a hole to prevent from the fatigue crack", "item_titles": {"attribute_name": "\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_title": "Strength of a corner zone of a frame structure with a hole to prevent from the fatigue crack", "subitem_title_language": "en"}]}, "item_type_id": "6", "owner": "1", "path": ["1221/1222"], "permalink_uri": "http://hdl.handle.net/10091/1125", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2008-08-08"}, "publish_date": "2008-08-08", "publish_status": "0", "recid": "12654", "relation": {}, "relation_version_is_last": true, "title": ["Strength of a corner zone of a frame structure with a hole to prevent from the fatigue crack"], "weko_shared_id": -1}
  1. 060 工学部
  2. 0601 学術論文

Strength of a corner zone of a frame structure with a hole to prevent from the fatigue crack

http://hdl.handle.net/10091/1125
ae5d9d6d-5d46-4ef6-881a-5fae50da26df
名前 / ファイル ライセンス アクション
Shimizu-Journal[1].pdf Shimizu-Journal[1].pdf (437.2 kB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2008-08-08
タイトル
言語 en
タイトル Strength of a corner zone of a frame structure with a hole to prevent from the fatigue crack
言語
言語 eng
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ journal article
著者 Shimizu, S

× Shimizu, S

WEKO 38774

Shimizu, S

Search repository
信州大学研究者総覧へのリンク
氏名 Shimizu, S
URL http://soar-rd.shinshu-u.ac.jp/profile/ja.WCyhZVkh.html
出版者
出版者 ELSEVIER SCI LTD
引用
内容記述タイプ Other
内容記述 THIN-WALLED STRUCTURES. 46(7-9): 792-799(2008)
書誌情報 THIN-WALLED STRUCTURES

巻 46, 号 7-9, p. 792-799, 発行日 2008-07
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 0263-8231
書誌レコードID
収録物識別子タイプ NCID
収録物識別子 AA1064448X
DOI
関連識別子
識別子タイプ DOI
関連識別子 https://doi.org/10.1016/j.tws.2008.01.018
関連名称
関連名称 10.1016/j.tws.2008.01.018
出版タイプ
出版タイプ AM
出版タイプResource http://purl.org/coar/version/c_ab4af688f83e57aa
WoS
表示名 Web of Science
URL http://gateway.isiknowledge.com/gateway/Gateway.cgi?&GWVersion=2&SrcAuth=ShinshuUniv&SrcApp=ShinshuUniv&DestLinkType=FullRecord&DestApp=WOS&KeyUT=000257517600009
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