{"created":"2023-06-19T10:27:19.516832+00:00","id":6249,"links":{},"metadata":{"_buckets":{"deposit":"8f2e161a-a475-4f0c-9f5c-ad7dfa227015"},"_deposit":{"created_by":18,"id":"6249","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6249"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006249","sets":["46"]},"author_link":["483","480","24840","44469"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1372","bibliographicPageStart":"1361","bibliographicVolumeNumber":"50","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 establish a simple and rational impact response analysis method for light-weight shear failure type Reinforced Concrete (RC) beams without stirrup, three-dimensional elasto-plastic finite element analysis was conducted for total twenty RC beams under falling-weight impacting. Here, tensile strength of concrete was assumed as 1/16th of compressive one. An applicability of the proposed analysis method was confirmed comparing with the experimental results. From this study, following results were obtained: 1) impact response waves and crack patterns can be rationally predicted by using proposed analysis method, and 2) ultimate shear capacity of the RC beams under impact loading can be estimated by analyzing RC beams with more than five of shear-span ratio.","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":"120003989302","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2004 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 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ヒロシ","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":"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":"JSE50A_1361_2004.pdf","filesize":[{"value":"1.4 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE50A_1361_2004.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/6249/files/JSE50A_1361_2004.pdf"},"version_id":"5997e421-fa29-40be-9236-efbf279bbcff"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"軽量コンクリート","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"RC梁","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"衝撃応答解析","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"重錘落下衝撃実験","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"light-weight concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"RC beam","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"impact response analysis","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"falling-weight impact test","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":"軽量コンクリートを用いたせん断補強筋のないせん断破壊型RC梁の重錘落下衝撃挙動解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"軽量コンクリートを用いたせん断補強筋のないせん断破壊型RC梁の重錘落下衝撃挙動解析","subitem_title_language":"ja"},{"subitem_title":"Impact response analysis of light-weight shear failure type RC beams without stirrup","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-03-22"},"publish_date":"2012-03-22","publish_status":"0","recid":"6249","relation_version_is_last":true,"title":["軽量コンクリートを用いたせん断補強筋のないせん断破壊型RC梁の重錘落下衝撃挙動解析"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-11-02T04:11:49.710875+00:00"}