{"created":"2023-06-19T10:27:32.379165+00:00","id":6548,"links":{},"metadata":{"_buckets":{"deposit":"fe4821e5-ef8c-49f9-ba4f-fcac18dc60bd"},"_deposit":{"created_by":18,"id":"6548","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6548"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006548","sets":["46"]},"author_link":["483","30253","30274","24840"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006-07","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"1398","bibliographicPageStart":"1393","bibliographicVolumeNumber":"28","bibliographic_titles":[{"bibliographic_title":"コンクリート工学年次論文集","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":"本研究では，PVA 短繊維を混入した曲げ破壊型 RC 梁の耐荷性状や破壊性状を適切に評価可能なコンクリートの引張軟化曲線を設定することを目的として，PVA 短繊維の体積混入率の異なる RC 梁を対象に 3 次元弾塑性数値解析を行った。その結果，1) コンクリートの引張軟化曲線における勾配変化点の引張応力を大きく設定することにより主鉄筋降伏荷重が大きくなる傾向にあること，2) 本研究の範囲内では，提案の解析手法を用いることにより実験結果の曲げ耐荷性状やひび割れ状況を大略再現可能であること等が明らかになった。","subitem_description_language":"ja","subitem_description_type":"Abstract"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本コンクリート工学会","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":"110009696681","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2006 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