{"created":"2024-08-29T06:50:21.767738+00:00","id":2001105,"links":{},"metadata":{"_buckets":{"deposit":"38804af6-d11f-4114-803b-0ea6131acbc5"},"_deposit":{"created_by":17,"id":"2001105","owners":[17],"pid":{"revision_id":0,"type":"depid","value":"2001105"},"status":"published"},"_oai":{"id":"oai:ynu.repo.nii.ac.jp:02001105","sets":["495:496"]},"author_link":[],"control_number":"2001105","item_2_biblio_info_8":{"attribute_name":"bibliographic_information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2023-05-13","bibliographicIssueDateType":"Issued"},"bibliographicNumberOfPages":"39","bibliographicVolumeNumber":"90","bibliographic_titles":[{"bibliographic_title":"Marine Structures","bibliographic_titleLang":"en"}]}]},"item_2_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"A general and efficient scaled method for stiffened plates subjected to combined longitudinal compression and lateral pressure is proposed based on slenderness, simply by adjusting the number of stiffeners. The design method makes it easier to determine the dimensions of the scaled model for a given scale ratio compared with the previously proposed method. The emphasis is on the influence of the plate slenderness, the column slenderness, and the non-dimensional parameter of the lateral pressure on the ultimate strength. By maintaining the consistency of the plate slenderness and column slenderness, the proposed method is applicable for designing scaled models with materials of different yield stresses and Young's moduli. A similar effect of the lateral pressure on the ultimate strength of the prototype and scaled models is achieved by maintaining the non-dimensional parameter. In addition, the applicability of the scaled method to the initial deflection is considered, which provides a reference for similar models. The similitude of the scaled method is verified for several typical buckling modes, including the beam-column, tripping, web and overall collapse modes. Given the numerical results, the proposed general and fast scaled method can provide reasonable dimensions of scaled stiffened plates subjected to combined loads.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_2_publisher_35":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Elsevier Science Ltd.","subitem_publisher_language":"en"}]},"item_2_relation_13":{"attribute_name":"item_2_relation_13","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://doi.org/10.1016/j.marstruc.2023.103435","subitem_relation_type_select":"DOI"}}]},"item_2_source_id_9":{"attribute_name":"item_2_source_id_9","attribute_value_mlt":[{"subitem_source_identifier":"09518339","subitem_source_identifier_type":"PISSN"}]},"item_2_version_type_18":{"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_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"metadata only access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_14cb"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorAffiliations":[{"affiliationNames":[{"affiliationName":"Grad Sch Engn Sci, Yokohama National University","affiliationNameLang":"en"}]},{"affiliationNames":[{"affiliationName":"Grad Sch Engn Sci, State Key Lab Ocean Engn, Shanghai Jiao Tong University","affiliationNameLang":"en"}]},{"affiliationNames":[{"affiliationName":"Grad Sch Engn Sci, State Key Lab Ocean Engn, Inst Marine Equipment, Shanghai Jiao Tong University","affiliationNameLang":"en"}]},{"affiliationNames":[{"affiliationName":"Grad Sch Engn Sci, State Key Lab Ocean Engn, Inst Marine Equipment, Sch Naval Architecture Ocean & Civil Engn, Shanghai Jiao Tong University","affiliationNameLang":"en"}]}],"creatorNames":[{"creatorName":"Ma, Hongyang","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"0000-0002-6772-7509","nameIdentifierScheme":"ORCID","nameIdentifierURI":"https://orcid.org/0000-0002-6772-7509"}]},{"creatorAffiliations":[{"affiliationNames":[{"affiliationName":"Grad Sch Engn Sci, State Key Lab Ocean Engn, Inst Marine Equipment, Sch Naval Architecture Ocean & Civil Engn, Fac Engn, Yokohama National University","affiliationNameLang":"en"}]}],"creatorNames":[{"creatorName":"Kawamura, Yasumi","creatorNameLang":"en"}]},{"creatorAffiliations":[{"affiliationNames":[{"affiliationName":"Grad Sch Engn Sci, State Key Lab Ocean Engn, Inst Marine Equipment, Sch Naval Architecture Ocean & Civil Engn, Fac Engn, Yokohama National University","affiliationNameLang":"en"}]}],"creatorNames":[{"creatorName":"Okada, Tetsuo","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"0000-0003-2776-8696","nameIdentifierScheme":"ORCID","nameIdentifierURI":"https://orcid.org/0000-0003-2776-8696"}]},{"creatorAffiliations":[{"affiliationNames":[{"affiliationName":"Grad Sch Engn Sci, State Key Lab Ocean Engn, Shanghai Jiao Tong University","affiliationNameLang":"en"}]},{"affiliationNames":[{"affiliationName":"Grad Sch Engn Sci, State Key Lab Ocean Engn, Inst Marine Equipment, Shanghai Jiao Tong University","affiliationNameLang":"en"}]}],"creatorNames":[{"creatorName":"Wang, Deyu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"0000-0002-4674-3497","nameIdentifierScheme":"ORCID","nameIdentifierURI":"https://orcid.org/0000-0002-4674-3497"}]},{"creatorAffiliations":[{"affiliationNames":[{"affiliationName":"Grad Sch Engn Sci, State Key Lab Ocean Engn, Inst Marine Equipment, Sch Naval Architecture Ocean & Civil Engn, Fac Engn, Yokohama National University","affiliationNameLang":"en"}]}],"creatorNames":[{"creatorName":"Hayakawa, Ginga","creatorNameLang":"en"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateValue":"2025-05-14"}],"fileDate":[{"fileDateType":"Issued","fileDateValue":"2023-05-13"}],"filename":"本文へのアクセスはこちら","licensetype":"license_note","url":{"label":"本文へのアクセスはこちら","objectType":"fulltext","url":"https://www.sciencedirect.com/science/article/am/pii/S0951833923000680"},"version_id":""}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Scaled method; Lateral pressure; Ultimate strength; Initial deflection; Buckling modes","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_resource_type":{"attribute_name":"item_resource_type","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"A general scaled model design method of stiffened plate subjected to combined longitudinal compression and lateral pressure considering the ultimate strength and collapse modes","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"A general scaled model design method of stiffened plate subjected to combined longitudinal compression and lateral pressure considering the ultimate strength and collapse modes","subitem_title_language":"en"}]},"item_type_id":"2","owner":"17","path":["496"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2024-08-30"},"publish_date":"2024-08-30","publish_status":"0","recid":"2001105","relation_version_is_last":true,"title":["A general scaled model design method of stiffened plate subjected to combined longitudinal compression and lateral pressure considering the ultimate strength and collapse modes"],"weko_creator_id":"17","weko_shared_id":-1},"updated":"2024-09-12T01:13:24.592590+00:00"}