{"created":"2024-10-25T00:43:31.830456+00:00","id":2001000,"links":{},"metadata":{"_buckets":{"deposit":"6f35eb36-0d3a-4894-949a-f172d5ec2d58"},"_deposit":{"created_by":15,"id":"2001000","owner":"15","owners":[15],"pid":{"revision_id":0,"type":"depid","value":"2001000"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:02001000","sets":["366:680:1728958155548"]},"author_link":[],"control_number":"2001000","item_8_biblio_info_6":{"attribute_name":"bibliographic_information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2023-06-30","bibliographicIssueDateType":"Issued"}}]},"item_8_description_14":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_8_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"本研究では，板厚が2.3 mm未満と非常に薄い軽量鋼構造の冷間成形角形鋼管とリップ溝形鋼部材を対象として，その大変形挙動を決定する板要素の弾性局部座屈とゆがみ座屈耐力及び座屈後の応力再配分による耐力上昇を伴う最大耐力を理論解析と数値解析及び構造実験によって解明し，従来は十分に考慮されていない荷重条件と部材形状の影響を含めて合理的に評価した．","subitem_description_language":"ja","subitem_description_type":"Abstract"},{"subitem_description":"In this study, ultra thin and light cold formed rectangular steel tube and lipped channel steel members with plate thickness of less than 2.3 mm are targeted. The elastic local buckling of plate elements, distortional buckling strength, and ultimate strength with strength increase due to stress redistribution of post buckling which determine the large deformation behavior are investigated by theoretical analysis, numerical analysis, and structural testing. The buckling strength and post buckling strength are reasonably evaluated including the effects of loading conditions and member shapes which have not been sufficiently considered.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_8_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"2020年度～2022年度科学研究費補助金(若手研究)研究成果報告書","subitem_description_type":"Other"}]},"item_8_description_64":{"attribute_name":"科研費番号","attribute_value_mlt":[{"subitem_description":"20K14865","subitem_description_type":"Other"}]},"item_8_publisher_30":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"三重大学"}]},"item_8_text_31":{"attribute_name":"出版者（ヨミ）","attribute_value_mlt":[{"subitem_text_value":"ミエダイガク"}]},"item_8_text_65":{"attribute_name":"item_8_text_65","attribute_value_mlt":[{"subitem_text_value":"Kaken / 科研費報告書"}]},"item_8_version_type_15":{"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":"佐藤, 公亮","creatorNameLang":"ja"},{"creatorName":"Sato, Kosuke","creatorNameLang":"en"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","date":[{"dateType":"Available","dateValue":"2024-10-25"}],"filename":"2024RP0090.pdf","filesize":[{"value":"674 KB"}],"format":"application/pdf","mimetype":"application/pdf","url":{"label":"2024RP0090.pdf","url":"https://mie-u.repo.nii.ac.jp/record/2001000/files/2024RP0090.pdf"},"version_id":"3b7bb940-1fb9-4bb7-b7db-c197a8814e72"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"薄板軽量形鋼","subitem_subject_scheme":"Other"},{"subitem_subject":"角形鋼管","subitem_subject_scheme":"Other"},{"subitem_subject":"リップ溝形鋼","subitem_subject_scheme":"Other"},{"subitem_subject":"弾性座屈耐力","subitem_subject_scheme":"Other"},{"subitem_subject":"応力再配分","subitem_subject_scheme":"Other"},{"subitem_subject":"座屈後最大耐力","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断曲げ相互作用","subitem_subject_scheme":"Other"},{"subitem_subject":"板要素連成効果","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"item_resource_type","attribute_value_mlt":[{"resourcetype":"research report","resourceuri":"http://purl.org/coar/resource_type/c_18ws"}]},"item_title":"超薄肉軽量鋼構造部材の局部座屈・ゆがみ座屈耐力と座屈後耐力の評価","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"超薄肉軽量鋼構造部材の局部座屈・ゆがみ座屈耐力と座屈後耐力の評価","subitem_title_language":"ja"},{"subitem_title":"Evaluation of Local, Distortional, and Post Buckling Strength of Ultra Thin and Light Steel Members","subitem_title_language":"en"}]},"item_type_id":"8","owner":"15","path":["1728958155548"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2024-10-25"},"publish_date":"2024-10-25","publish_status":"0","recid":"2001000","relation_version_is_last":true,"title":["超薄肉軽量鋼構造部材の局部座屈・ゆがみ座屈耐力と座屈後耐力の評価"],"weko_creator_id":"15","weko_shared_id":-1},"updated":"2024-10-25T00:56:46.602711+00:00"}