{"created":"2023-06-19T10:27:38.195625+00:00","id":6685,"links":{},"metadata":{"_buckets":{"deposit":"4984e8a4-376b-40ed-9940-4e4448d93497"},"_deposit":{"created_by":18,"id":"6685","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6685"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006685","sets":["216:408:220","46"]},"author_link":["32851","8673","8674","32850"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-07","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"3","bibliographicPageEnd":"354","bibliographicPageStart":"349","bibliographicVolumeNumber":"29","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":"PCa連層耐震壁の工業化施工をよりいっそう推進することを目的として，一体打ちＲＣ耐震壁と同等の性能を得ることに拘らず，所要の性能を確保できればよいとの観点から，筆者等は鉛直接合部の滑りを許容する構法を考案している。本論文では，このような構造システムにおける壁パネルの強度を実験によって検討するとともに，壁横筋のひずみ度分布を基にした新たなトラス機構を設定し，壁縦筋によるアーチ機構と併せて強度を算定する手法を考案した。","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 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