{"created":"2023-06-19T10:27:43.432108+00:00","id":6801,"links":{},"metadata":{"_buckets":{"deposit":"c9f35ba2-21d2-444d-84e3-3e2295e21f2d"},"_deposit":{"created_by":18,"id":"6801","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6801"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006801","sets":["46"]},"author_link":["483","43329","32801","45431"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1066","bibliographicPageStart":"1055","bibliographicVolumeNumber":"54","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 confirm dynamic response characteristic of full-scale arch-type RC structure with three-layered absorbing system, falling-weight impact tests were conducted at real tunnel portal and three-dimensional elasto-plastic impact response analysis was also performed applying an equivalent tensile fractureenergy concept. Fromthisstudy thefollowing resultswereobtained. 1) Applying three-layered absorbing system, punching share failure may not be occurred and impact resistant performance can be remarkably improved. 2) Impact resistant performance of the tunnel portal with the absorbing system can be improved more than 13 times in input energy than that without absorbing system, and the real structure has possessed more thanthree times ultimate impact resistant capacity in input energy at design. 3) Three-dimensional elasto-plastic impact response analysis applying an equivalent tensile fracture energy concept for arch-type RC structure can be applicable by the level of maximum input energy at design.","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.1055","subitem_link_url":"https://doi.org/10.11532/structcivil.54A.1055"}]},"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":"130004503564","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.1055","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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シンヤ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"鈴木, 健太郎","creatorNameLang":"ja"},{"creatorName":"SUZUKI, Kentaro","creatorNameLang":"en"},{"creatorName":"スズキ, ケンタロウ","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":[{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-02-15"}],"displaytype":"detail","filename":"JSE54A_1055_2008.pdf","filesize":[{"value":"2.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE54A_1055_2008.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/6801/files/JSE54A_1055_2008.pdf"},"version_id":"efebb724-5529-41fb-b6fe-78bba9fd6c21"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"三層緩衝構造","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"トンネル坑口部","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"緩衝効果","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":"three-layered absorbing system","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"arch-shape RC rock-shelter","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"absorbing-effects","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":"三層緩衝構造を設置したトンネル坑口部の衝撃挙動に関する実規模実験と数値解析的検討","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"三層緩衝構造を設置したトンネル坑口部の衝撃挙動に関する実規模実験と数値解析的検討","subitem_title_language":"ja"},{"subitem_title":"A full-scale falling-weight impact test and numerical study on impact behavior of arch-type RC tunnel portal with three-layered absorbing system","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":"6801","relation_version_is_last":true,"title":["三層緩衝構造を設置したトンネル坑口部の衝撃挙動に関する実規模実験と数値解析的検討"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-11-10T07:58:23.956885+00:00"}