{"created":"2023-06-19T10:27:10.440579+00:00","id":6034,"links":{},"metadata":{"_buckets":{"deposit":"40450cbe-8578-47c7-acf6-98306042dd16"},"_deposit":{"created_by":18,"id":"6034","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6034"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006034","sets":["46"]},"author_link":["483","45438","55397","44469"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1524","bibliographicPageStart":"1513","bibliographicVolumeNumber":"48","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 develop Prestressed Reinforced Concrete (PRC) beams with high impact resistant capacity for the use of rock-shed members, static loading and falling-weight impact test are conducted using prototype PRC beams. Here, total six types of PRC beams are tested which are taking shear-bending capacity ratio, pretension ratio of PC tendons, and material property and volume of rebars arranged for letting cracks disperse as variables. Impact test is conducted using 3,000 kg steel weight and applying single loading method with maximum 30 m high dropping. The results obtained from this study are as follows: 1) ductility of the beams can be improved by increasing shear-bending capacity ratio; 2) impact-resistant capacity can be increased arranging normal rebars in two levels; and 3) using high-strength PC steel rebars instead of normal rebars, not only impact resistant capacity can be most effectively increased but cracks can be dispersed over entire beam.","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":"120003895621","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2002 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":"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":[{"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":[{},{}]}],"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":"池田, 憲二","creatorNameLang":"ja"},{"creatorName":"IKEDA, Kenji","creatorNameLang":"en"},{"creatorName":"イケダ, ケンジ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"竹本, 伸一","creatorNameLang":"ja"},{"creatorName":"TAKEMOTO, Shin-ichi","creatorNameLang":"en"},{"creatorName":"タケモト, シンイチ","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":"JSE48A_1513_2002.pdf","filesize":[{"value":"934.4 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE48A_1513_2002.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/6034/files/JSE48A_1513_2002.pdf"},"version_id":"352a458f-9d78-4a53-81dc-d6cd7b3f5a99"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"PRC桁","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"PC覆工","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"緊張比","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断余裕度","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"PRC beams","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"PC rock-shed","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"tensioning rate","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"shear-bending capacity ratio","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":"落石覆工用PRC桁の耐衝撃性向上に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"落石覆工用PRC桁の耐衝撃性向上に関する実験的研究","subitem_title_language":"ja"},{"subitem_title":"Experimental study on improvement of impact resistant capacity of prototype PRC beams for rock-sheds","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":"6034","relation_version_is_last":true,"title":["落石覆工用PRC桁の耐衝撃性向上に関する実験的研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-11-02T04:11:51.664164+00:00"}