{"created":"2023-06-19T10:26:52.611723+00:00","id":5606,"links":{},"metadata":{"_buckets":{"deposit":"8bd0cd9a-cbba-4088-8c5e-a6f4fd00d6d4"},"_deposit":{"created_by":18,"id":"5606","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5606"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005606","sets":["46"]},"author_link":["51017","483","45830"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1995-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1265","bibliographicPageStart":"1257","bibliographicVolumeNumber":"41","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":"Usually sand cushion has been used to decrease impact forces generated by falling rocks on the roof of rock-shed structure. However, it is made clear that sand cushion does not effectively work for decreasing and dispersing the transmitted impact forces. In order to improve the absorbing capacity of sand cushion, three-layered absorbing system was developed which is normally composed of 50 cm thick upper sand layer, 20 cm RC core slab and 50 cm thick EPS layer. In this paper, the study on absorbing capacity of the three-layered absorbing systems is reported based on the field impact tests. Different types of the three-layered absorbing system, varying the materials and thicknesses of upper and lower layers are used for comparison of absorbing capacity. From these results, it is made clear that the normal type of absorbing system is the beat one among tham against a 3 tf rock dropping from a maximum 30 m height.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"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":"120004080475","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 1995 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":"09108009","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":"AN10122872","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 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":[{},{}]}],"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":"佐藤, 昌志","creatorNameLang":"ja"},{"creatorName":"SATO, Masashi","creatorNameLang":"en"},{"creatorName":"サトウ, マサシ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"中野, 修","creatorNameLang":"ja"},{"creatorName":"Nakano, Osamu","creatorNameLang":"en"},{"creatorName":"ナカノ, オサム","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":"JSE41A_1257_1995.pdf","filesize":[{"value":"823.4 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE41A_1257_1995.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/5606/files/JSE41A_1257_1995.pdf"},"version_id":"74753527-eb26-4661-9cf1-65d7b83b85bb"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"three-layered absorbing system","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"rock-shed","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"impact load","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":"三層緩衝構造の緩衝性能に関する大型屋外実験","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"三層緩衝構造の緩衝性能に関する大型屋外実験","subitem_title_language":"ja"},{"subitem_title":"Prototype impact test on absorbing capacity of three-layered absorbing systems","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-04-27"},"publish_date":"2012-04-27","publish_status":"0","recid":"5606","relation_version_is_last":true,"title":["三層緩衝構造の緩衝性能に関する大型屋外実験"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-10-31T03:07:19.140447+00:00"}