{"created":"2023-06-19T10:27:56.381186+00:00","id":7110,"links":{},"metadata":{"_buckets":{"deposit":"a2049843-d13b-402e-a425-bf72b724254d"},"_deposit":{"created_by":18,"id":"7110","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"7110"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00007110","sets":["46"]},"author_link":["483","45431","55397","55416","44023"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2011-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1180","bibliographicPageStart":"1173","bibliographicVolumeNumber":"57","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 accumulate basic knowledge for establishing the rational performance-based impact resistant design procedures of RC rock-sheds, the consecutive falling-weight impact test of a 1/2 scale model of the RC rock-shed with 90 cm thick sand cushion was conducted. In this test, impact response behavior of the rock-shed from the elastic through plastic region was investigated by increasing falling height of the weight. From this study, following results were obtained: 1) maximum impact force can be better evaluated by means of Hertz contact theory with Lame's constant λ = 1,000 kN/m2 and amplification factor due to aspect ratio of diameter of falling weight to thickness of sand cushion; and 2) roof of the rock-shed model with sand cushion reached ultimate state in the flexural failure mode.","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.57A.1173","subitem_link_url":"https://doi.org/10.11532/structcivil.57A.1173"}]},"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":"130004503692","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.57A.1173","subitem_relation_type_select":"DOI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2011 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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裕二","creatorNameLang":"ja"},{"creatorName":"USHIWATARI, Yuji","creatorNameLang":"en"},{"creatorName":"ウシワタリ, ユウジ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"今野, 久志","creatorNameLang":"ja"},{"creatorName":"KONNO, Hisashi","creatorNameLang":"en"},{"creatorName":"コンノ, ヒサシ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"川瀬, 良司","creatorNameLang":"ja"},{"creatorName":"KAWASE, Ryoji","creatorNameLang":"en"},{"creatorName":"カワセ, リョウジ","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":"JSE57A_1173_2011.pdf","filesize":[{"value":"1.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE57A_1173_2011.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/7110/files/JSE57A_1173_2011.pdf"},"version_id":"e1b1693a-8ef6-4b40-92c8-0dd6b43891cd"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"RC製ロックシェッド模型","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":"重錘落下衝撃実験","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"RC rock-shed model","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"sand cushion","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"falling-weight impact loading 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":"敷砂緩衝材を設置した1/2縮尺RC製ロックシェッド模型の重錘落下衝撃実験","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"敷砂緩衝材を設置した1/2縮尺RC製ロックシェッド模型の重錘落下衝撃実験","subitem_title_language":"ja"},{"subitem_title":"Falling-weight impact loading test of a 1/2 scale model of the RC rock-shed 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":"7110","relation_version_is_last":true,"title":["敷砂緩衝材を設置した1/2縮尺RC製ロックシェッド模型の重錘落下衝撃実験"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-11-13T23:56:14.629532+00:00"}