{"created":"2023-06-19T10:27:02.121824+00:00","id":5834,"links":{},"metadata":{"_buckets":{"deposit":"52bc4316-f092-4005-90c6-aa2bece91397"},"_deposit":{"created_by":18,"id":"5834","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5834"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005834","sets":["216:269","46"]},"author_link":["45506","45388","45504","10963"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2000-07","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"798","bibliographicPageStart":"793","bibliographicVolumeNumber":"22","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、コンクリートの凍害をコンクリート温度から検討することを目的として、まず札幌市における冬期間の暴露試験を行い、気温、風速、日射量などの気象因子から、方位、部位別のコンクリート温度を表示する実験式を導いた。そして、得られた実験式に、各都市における気象データを当てはめ、コンクリート温度を算出した。その結果、コンクリートが受ける凍結融解作用の厳しさは、方位、部位に関わらず、凍結持続を考慮した地域係数で表すことができ、また、より簡潔に地域の条件を表示する方法として、コンクリートの凍結融解作用の厳しさが、最低気温で表せることが判明した。","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":"濱 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