{"created":"2023-06-19T10:27:31.908975+00:00","id":6537,"links":{},"metadata":{"_buckets":{"deposit":"8b704e06-5551-4be0-b1ad-2e95970e7ba2"},"_deposit":{"created_by":18,"id":"6537","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6537"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006537","sets":["216:408:220","46"]},"author_link":["8673","8674"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006-07","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"450","bibliographicPageStart":"445","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":"鉄筋コンクリート耐震壁が偏心引張力を受ける場合のせん断耐力に関して，高強度コンクリートを用いた耐震壁について，水平力に対して圧縮側となる側柱脚部の伸びを変化させた実験を行った。その結果，日本建築学会「鉄筋コンクリート造建物の靭性保証型耐震設計指針・同解説」に示されているせん断強度式による計算値に対する実験値の比は，圧縮側柱脚部の伸びが大きくなると，高強度コンクリートの場合についても普通強度コンクリートの場合と同程度に直線的に小さくなること，また，この比率は圧縮側柱脚部の伸びが大きいときには，側柱補強筋が多い場合の方が少ない場合に比べて大となることを示した。","subitem_description_language":"ja","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":"溝口 光男（MIZOGUCHI Mitsuo）","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000181_ja.html"}]},"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":"110009696523","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2006 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