{"created":"2023-06-19T10:26:56.734226+00:00","id":5704,"links":{},"metadata":{"_buckets":{"deposit":"2c8701ff-935d-4792-8d13-e69a0b2d073e"},"_deposit":{"created_by":18,"id":"5704","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5704"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005704","sets":["216:218","46"]},"author_link":["8780","6368","45859"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1998-06","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"3","bibliographicPageEnd":"360","bibliographicPageStart":"355","bibliographicVolumeNumber":"20","bibliographic_titles":[{"bibliographic_title":"コンクリート工学年次論文報告集","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":"せん断補強筋比p_wが0.4%である鉄筋コンクリートはりを作製し、水中においてせん断疲労試験を行い、p_wが0.79%であるはりの結果と比較検討を行った。その結果せん断疲労耐力は、静的せん断耐力の32%であり、p_w=0.79%の場合よりも4%大きいことが明らかとなった。また、p_w=0.79%の場合と同様にスターラップひずみは荷重の繰返しとともに増加すること、コンクリートの受持つせん断力が荷重の繰返しとともに減少し、破壊直前には0になる場合があることを明らかにした。","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":"菅田 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