{"created":"2023-06-19T10:27:43.475022+00:00","id":6802,"links":{},"metadata":{"_buckets":{"deposit":"6e3015a8-5648-4cb5-94e5-20f06ae9e685"},"_deposit":{"created_by":18,"id":"6802","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6802"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006802","sets":["46"]},"author_link":["44023","32801","483","55397"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1076","bibliographicPageStart":"1067","bibliographicVolumeNumber":"54","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. 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From this study, it is confirmed that applying the current impact resistant design procedure, performance based impact resistant design with enough safety margin may be performed for the arch type RC structures.","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.54A.1067","subitem_link_url":"https://doi.org/10.11532/structcivil.54A.1067"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_79_relation_15":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"130004503565","subitem_relation_type_select":"NAID"}}]},"item_79_relation_18":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.11532/structcivil.54A.1067","subitem_relation_type_select":"DOI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2008 土木学会　ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、土木学会の承諾が必要です。","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18816614","subitem_source_identifier_type":"ISSN"}]},"item_79_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12210243","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"510","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 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MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE54A_1067_2008.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/6802/files/JSE54A_1067_2008.pdf"},"version_id":"e10a90e4-046b-4605-ac21-5711e261265a"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"トンネル坑口部","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"敷砂緩衝材","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"耐衝撃設計","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"重錘落下衝撃実験","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"衝撃応答解析","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"arch-shape RC rock-shelter","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"sand cushion","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"impact design","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"falling-weight impact test","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"impact response analysis","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":"RCアーチ構造形式の耐衝撃設計に関する実規模実験および数値解析的検討","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"RCアーチ構造形式の耐衝撃設計に関する実規模実験および数値解析的検討","subitem_title_language":"ja"},{"subitem_title":"Field falling-weight impact test and numerical study for constituting impact resistant design of arch type RC structures","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-03-16"},"publish_date":"2012-03-16","publish_status":"0","recid":"6802","relation_version_is_last":true,"title":["RCアーチ構造形式の耐衝撃設計に関する実規模実験および数値解析的検討"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-11-01T02:08:40.935058+00:00"}