{"created":"2023-06-19T10:30:06.692260+00:00","id":10283,"links":{},"metadata":{"_buckets":{"deposit":"ee82e3f1-06f1-495d-886e-2e4e2d14cb91"},"_deposit":{"created_by":18,"id":"10283","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"10283"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00010283","sets":["216:275","216:490","46"]},"author_link":["58606","57823","483","57822","9434"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2020","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"974","bibliographicPageStart":"963","bibliographicVolumeNumber":"66","bibliographic_titles":[{"bibliographic_title":"構造工学論文集 Ａ","bibliographic_titleLang":"ja"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In order to rationally design the anchoring depth of the steel posts for rockfall-protection fence embedded into the concrete retaining walls, static and drop-weight impact loading tests were conducted on H-section steel-post installed into the plain-concrete foundation model varying length of the moment arm. The results obtained from this study were as follows: 1) plastic hinge was formed in H-section post irrespective of loading type and length of moment arm; 2) the rotation angle of the H-section post after impact loading tended to be linearly increased with increasing the input energy; and 3) design values of the anchoring depth tend to underestimate referring to the experimental results.","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.66A.963","subitem_link_url":"https://doi.org/10.11532/structcivil.66A.963"}]},"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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土木学会","subitem_rights_language":"ja"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"511","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"attribute_name":"著者版フラグ","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":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"近藤, 里史","creatorNameLang":"ja"},{"creatorName":"KONDO, Satoshi","creatorNameLang":"en"},{"creatorName":"コンドウ, サトシ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"小室,  雅人","creatorNameLang":"ja"},{"creatorName":"KOMURO, Masato","creatorNameLang":"en"},{"creatorName":"コムロ, マサト","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"KISHI,  Norimitsu","creatorNameLang":"en"},{"creatorName":"岸, 徳光","creatorNameLang":"ja"},{"creatorName":"キシ, ノリミツ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"山元, 康弘","creatorNameLang":"ja"},{"creatorName":"YAMAMOTO, 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MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE_66A_963_974","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/10283/files/JSE_66A_963_974.pdf"},"version_id":"8554e862-0448-4e39-beb8-f4d34d9db48f"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"落石防護フェンス","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"支柱","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"衝撃荷重","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"根入れ深さ","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"rockfall protection fence","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"steel post","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"impact loading","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"anchoring depth","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"載荷点を変化させた貫通型鋼製防護柵支柱模型に関する重錘落下衝撃実験","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"載荷点を変化させた貫通型鋼製防護柵支柱模型に関する重錘落下衝撃実験","subitem_title_language":"ja"}]},"item_type_id":"79","owner":"18","path":["46","275","490"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2020-07-14"},"publish_date":"2020-07-14","publish_status":"0","recid":"10283","relation_version_is_last":true,"title":["載荷点を変化させた貫通型鋼製防護柵支柱模型に関する重錘落下衝撃実験"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-12-26T02:46:50.961812+00:00"}