{"created":"2023-06-19T10:29:59.524178+00:00","id":10106,"links":{},"metadata":{"_buckets":{"deposit":"5fd48f2c-79fe-4bb7-8c56-86bffbaa49ee"},"_deposit":{"created_by":18,"id":"10106","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"10106"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00010106","sets":["216:275","46"]},"author_link":["56889","56890","43541","9434","43544","56891"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2014","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"93","bibliographicPageStart":"80","bibliographicVolumeNumber":"60A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. A","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of structural engineering. 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From this study, the following results were obtained: (1) a standard deviation of the ultimate strength tends to increase in the region of the with-thickness ratio parameter R ≅ 1.0; (2) in the region of R < 0.7, the effect of the residual stress on the ultimate strength is very small; and (3) considering the statistical data for variability of the initial displacement and residual stress of the plate, a rational design formula can be proposed.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_link_17":{"attribute_name":"出版者版へのリンク","attribute_value_mlt":[{"subitem_link_text":"10.11532/structcivil.60A.80","subitem_link_url":"https://doi.org/10.11532/structcivil.60A.80"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"小室 雅人（KOMURO 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and residual stress","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","275"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2019-11-21"},"publish_date":"2019-11-21","publish_status":"0","recid":"10106","relation_version_is_last":true,"title":["初期たわみと残留応力の統計データを用いた自由突出板の限界強度に関する数値解析的検討"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-12-18T02:44:31.712583+00:00"}