{"created":"2023-06-19T10:27:20.500292+00:00","id":6272,"links":{},"metadata":{"_buckets":{"deposit":"8bb90223-6977-404b-be4d-4db87e7694a0"},"_deposit":{"created_by":18,"id":"6272","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6272"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006272","sets":["46"]},"author_link":["45438","483","28523","24840"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-07","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"1458","bibliographicPageStart":"1453","bibliographicVolumeNumber":"26","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":"扁平比の大きい壁式橋脚の耐荷性能の向上、施工の省力化および工費縮減を図るため、橋脚断面内に主鉄筋の代わりとして外面リブ付き鋼管を配置した鋼管・コンクリート合成構造橋脚を提案した。本研究では、鋼管の外面リブの有無と軸力が壁式橋脚の耐荷性状に及ぼす影響に着目し、鋼管のリブの有無および軸力を変えた壁式橋脚模型試験体の正負交番載荷実験を行った。その結果、鋼管の外面リブの有無が、1)耐力および靭性能に与える影響は、橋脚に作用する軸力が比較的小さい場合には軽微であること、2) 鋼管および帯鉄筋のせん断力分担性状に与える影響は比較的大きいこと、等が明らかとなった。","subitem_description_language":"ja","subitem_description_type":"Abstract"}]},"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":"110009695442","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2004 日本コンクリート工学会 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