{"created":"2023-06-19T10:27:56.215905+00:00","id":7106,"links":{},"metadata":{"_buckets":{"deposit":"d31da442-1a31-4f78-975f-4d4acf42fd1f"},"_deposit":{"created_by":18,"id":"7106","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"7106"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00007106","sets":["216:408:284","46"]},"author_link":["24840","12523","483"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2011-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1250","bibliographicPageStart":"1239","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 this paper, the effects of concrete strength on impact load-carrying capacity of the RC slabs under relatively low-velocity falling-weight impact loading are experimentally investigated. Here, the single impact-loading tests for RC slabs are conducted under keeping effective depth and rebar ratio of the slab, and diameter of the ram constant, in which the concrete compressive strength is varied from 26 MPa through 51 MPa. Also, an applicability of the impact resistant design method previously proposed by authors is investigated, in which this is formulated on the basis of the experimental results in the range of 20 through 37 MPa for concrete compressive strength. From this study, following results are obtained: (1) even though impact resistant capacity is affected by the concrete strength, the effects may be limited; and (2) the previously proposed design formula was revised to be in the safety side.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"栗橋 祐介（KURIHASHI Yusuke）","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000204_ja.html"}]},"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":"130004503698","subitem_relation_type_select":"NAID"}}]},"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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Norimitsu","givenNameLang":"en"},{"givenName":"徳光","givenNameLang":"ja"},{"givenName":"ノリミツ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"483","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"1000030153076","nameIdentifierScheme":"NRID","nameIdentifierURI":"https://nrid.nii.ac.jp/ja/nrid/1000030153076"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"三上,  浩","creatorNameLang":"ja"},{"creatorName":"MIKAMI, Hiroshi","creatorNameLang":"en"},{"creatorName":"ミカミ, ヒロシ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"三上","familyNameLang":"ja"},{"familyName":"MIKAMI","familyNameLang":"en"},{"familyName":"ミカミ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":" 浩","givenNameLang":"ja"},{"givenName":"Hiroshi","givenNameLang":"en"},{"givenName":"ヒロシ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"24840","nameIdentifierScheme":"WEKO"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"栗橋,  祐介","creatorNameLang":"ja"},{"creatorName":"KURIHASHI, Yusuke","creatorNameLang":"en"},{"creatorName":"クリハシ, ユウスケ","creatorNameLang":"ja-Kana"}],"familyNames":[{"familyName":"栗橋","familyNameLang":"ja"},{"familyName":"KURIHASHI","familyNameLang":"en"},{"familyName":"クリハシ","familyNameLang":"ja-Kana"}],"givenNames":[{"givenName":" 祐介","givenNameLang":"ja"},{"givenName":"Yusuke","givenNameLang":"en"},{"givenName":"ユウスケ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"12523","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"1000030414189","nameIdentifierScheme":"NRID","nameIdentifierURI":"https://nrid.nii.ac.jp/ja/nrid/1000030414189"}]}]},"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_1239_2011.pdf","filesize":[{"value":"1.2 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concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"impact resistant design","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":"四辺支持RC版の耐衝撃性に及ぼすコンクリート強度の影響と耐衝撃設計法","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"四辺支持RC版の耐衝撃性に及ぼすコンクリート強度の影響と耐衝撃設計法","subitem_title_language":"ja"},{"subitem_title":"Effects of compressive strength of concrete on impact resistant behavior of simply supported RC slabs and an impact resistant design procedure","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","284"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-03-16"},"publish_date":"2012-03-16","publish_status":"0","recid":"7106","relation_version_is_last":true,"title":["四辺支持RC版の耐衝撃性に及ぼすコンクリート強度の影響と耐衝撃設計法"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-10-26T07:44:51.372489+00:00"}