{"created":"2023-06-19T10:27:48.837956+00:00","id":6929,"links":{},"metadata":{"_buckets":{"deposit":"8dfdd03b-1643-4987-b043-2fe926c706d8"},"_deposit":{"created_by":18,"id":"6929","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6929"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006929","sets":["46"]},"author_link":["43329","32801","483","45431"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1326","bibliographicPageStart":"1313","bibliographicVolumeNumber":"55","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 investigate the absorbing effects and/or impact resistant performance on arch-type RC entrance of tunnel with a sand cushion, falling-weight impact tests were conducted taking thickness of sand cushion and location of falling point for heavy-weight as variables. From these studies, the following results were obtained: 1) Punching shear failure occurred around arch crown may be restrained by applying sand cushion; and 2) Taking the standard thickness of sand cushion specified by Japanese guideline, impact resistant performance of arch-type RC structure can be improved more than 10 times referring to that of the structure without sand cushion.","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.55A.1313","subitem_link_url":"https://doi.org/10.11532/structcivil.55A.1313"}]},"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":"130004950414","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.55A.1313","subitem_relation_type_select":"DOI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2009 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":"PISSN"}]},"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":"JSE55A_1313_2009.pdf","filesize":[{"value":"3.0 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE55A_1313_2009.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/6929/files/JSE55A_1313_2009.pdf"},"version_id":"4ab1f985-a07f-4db3-a0b7-e79166e59de3"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"敷砂緩衝工","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"RC製アーチ構造","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"耐衝撃挙動","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":"Sand cushion","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Arch-type RC entrance of tunnel","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Impact resistant behavior","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"}]},"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":"敷砂緩衝工を設置したRC製アーチ構造の耐衝撃挙動に関する実規模重錘落下衝撃実験","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"敷砂緩衝工を設置したRC製アーチ構造の耐衝撃挙動に関する実規模重錘落下衝撃実験","subitem_title_language":"ja"},{"subitem_title":"A full-scale falling-weight impact test on impact resistant behavior of arch-type RC entrance of tunnel with sand cushion","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":"6929","relation_version_is_last":true,"title":["敷砂緩衝工を設置したRC製アーチ構造の耐衝撃挙動に関する実規模重錘落下衝撃実験"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-11-10T07:58:24.176151+00:00"}