{"created":"2023-06-19T10:27:07.010463+00:00","id":5952,"links":{},"metadata":{"_buckets":{"deposit":"6dbb3473-1659-4b23-b269-5a9b121d401d"},"_deposit":{"created_by":18,"id":"5952","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"5952"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00005952","sets":["216:408:220","46"]},"author_link":["25797","8673","8674"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2001-07","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"3","bibliographicPageEnd":"450","bibliographicPageStart":"445","bibliographicVolumeNumber":"23","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":"断面の形状がコの字形を有している鉄筋コンクリート立体耐震壁の曲げ強度について実験的に検討を行った。試験体数は壁厚を2通りに変えた10体であり、加力は壁頂部の捩れを拘束しながら水平面内二方向について各種の強制変形を与えた。その結果、鉄筋が降伏して終局に至るコ型開断面耐震壁の二方向終局曲げ強度と捩れを拘束するのに必要なフランジ壁のせん断力を算定する方法を提示した。","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 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