{"created":"2023-06-19T10:26:49.663834+00:00","id":5536,"links":{},"metadata":{"_buckets":{"deposit":"615de09e-0bc2-4ea6-8cdf-93c5cff5a41a"},"_deposit":{"created_by":18,"id":"5536","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5536"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005536","sets":["46"]},"author_link":["483","480","36423","24285"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1992-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1596","bibliographicPageStart":"1587","bibliographicVolumeNumber":"38","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":"The purpose of this report is to find out the impact behavior of Reinforced Concrete (RC) slab conducting free-drop impact tests. Simply supported rectangular RC slabs having 150cm × 150cm × 10cm size and double reinforcements in both direction are used. The reinforcement ratio of slab is approximately 1% per one side. The impact load is applied by free drop of a steel cylinder on the middle point of the slab which is 70kgf in weight and to be generated maximum 4m/sec speed. The acceleration of the dropped cylinder and the strains of reinforcing bars on both sides were measured. The dynamic behavior of the RC slabs and the relationships between the maximum impact force and velocities are discussed based on the experimental results.","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":"120004080486","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 1992 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":"MATSUOKA,  Ken-ichi","creatorNameLang":"en"},{"creatorName":"松岡, 健一","creatorNameLang":"ja"},{"creatorName":"マツオカ, ケンイチ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"大沼, 博志","creatorNameLang":"ja"},{"creatorName":"OHNUMA, Hiroshi","creatorNameLang":"en"},{"creatorName":"オオヌマ, ヒロシ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"能町, 純雄","creatorNameLang":"ja"},{"creatorName":"NOMACHI, Sumio","creatorNameLang":"en"},{"creatorName":"ノウマチ, スミオ","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":"JSE38A_1587_1992.pdf","filesize":[{"value":"1.8 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE38A_1587_1992.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/5536/files/JSE38A_1587_1992.pdf"},"version_id":"f23b7844-e99c-4ddf-9d52-dd411d429b66"}]},"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":"四辺単純支持RC矩形板の重錘落下衝撃実験","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"四辺単純支持RC矩形板の重錘落下衝撃実験","subitem_title_language":"ja"},{"subitem_title":"Experimental study of simply supported rectangular reinforced concrete slab under impact loading","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":"5536","relation_version_is_last":true,"title":["四辺単純支持RC矩形板の重錘落下衝撃実験"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-02-20T07:15:05.067214+00:00"}