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The main results obtained are as follows: 1) all of fiber-reinforced concretes investigated in this study were effective in reducing spall damage as compared with normal concrete; 2) total damage depths in various fiber-reinforced concrete slabs could be generally estimated by formula for estimating that in the S-PEFRC slab; and 3) in case the modified-scaled concrete thickness was small, the S-PEFRC had somewhat better blast resistance than other fiber-reinforced concretes of which flexural toughness was equal to that of the S-PEFRC.","subitem_description_type":"Other"}]},"item_16_description_77":{"attribute_name":"URL","attribute_value_mlt":[{"subitem_description":"http://ci.nii.ac.jp/naid/110006894656","subitem_description_type":"Other"}]},"item_16_publisher_36":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"社団法人 日本建築学会"}]},"item_16_relation_16":{"attribute_name":"情報源(ISSN)","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"13404202"}]}]},"item_16_rights_12":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"社団法人 日本建築学会"}]},"item_16_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10438559","subitem_source_identifier_type":"NCID"}]},"item_16_subject_20":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"510","subitem_subject_scheme":"NDC"}]},"item_16_text_18":{"attribute_name":"形態","attribute_value_mlt":[{"subitem_text_value":"1842110 bytes"}]},"item_16_text_47":{"attribute_name":"資源タイプ・ローカル","attribute_value_mlt":[{"subitem_text_value":"雑誌掲載論文"}]},"item_16_text_48":{"attribute_name":"資源タイプ・NII","attribute_value_mlt":[{"subitem_text_value":"Journal Article"}]},"item_16_text_49":{"attribute_name":"資源タイプ・DCMI","attribute_value_mlt":[{"subitem_text_value":"text"}]},"item_16_text_50":{"attribute_name":"資源タイプ・ローカル表示コード","attribute_value_mlt":[{"subitem_text_value":"01"}]},"item_16_text_78":{"attribute_name":"コメント","attribute_value_mlt":[{"subitem_text_value":"本文データは学協会の許諾に基づきCiNiiから複製したものである"}]},"item_16_version_type_19":{"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_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"山口, 信"}],"nameIdentifiers":[{"nameIdentifier":"107697","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"村上, 聖"}],"nameIdentifiers":[{"nameIdentifier":"107698","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"武田, 浩二"}],"nameIdentifiers":[{"nameIdentifier":"107699","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"三井, 宜之"}],"nameIdentifiers":[{"nameIdentifier":"107700","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-03-02"}],"displaytype":"detail","filename":"110006894656.pdf","filesize":[{"value":"1.8 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"110006894656.pdf","url":"https://kumadai.repo.nii.ac.jp/record/24287/files/110006894656.pdf"},"version_id":"55d6b42b-145b-4083-9673-35e636f873cf"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"繊維補強コンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"耐爆性能","subitem_subject_scheme":"Other"},{"subitem_subject":"接触爆発","subitem_subject_scheme":"Other"},{"subitem_subject":"クレータ","subitem_subject_scheme":"Other"},{"subitem_subject":"スポール","subitem_subject_scheme":"Other"},{"subitem_subject":"Fiber-reinforced concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"Blast resistance","subitem_subject_scheme":"Other"},{"subitem_subject":"Contact detonation","subitem_subject_scheme":"Other"},{"subitem_subject":"Crater","subitem_subject_scheme":"Other"},{"subitem_subject":"Spall","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":"各種繊維補強コンクリートとの耐爆性能の比較検討 : ポリエチレン繊維補強コンクリートの接触爆発に対する耐爆性能","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"各種繊維補強コンクリートとの耐爆性能の比較検討 : ポリエチレン繊維補強コンクリートの接触爆発に対する耐爆性能"}]},"item_type_id":"16","owner":"1","path":["428"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-12-21"},"publish_date":"2010-12-21","publish_status":"0","recid":"24287","relation_version_is_last":true,"title":["各種繊維補強コンクリートとの耐爆性能の比較検討 : ポリエチレン繊維補強コンクリートの接触爆発に対する耐爆性能"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-09-05T02:19:37.510650+00:00"}