{"created":"2023-06-19T10:29:59.939247+00:00","id":10116,"links":{},"metadata":{"_buckets":{"deposit":"ad684f80-3c9f-45ef-b0a2-acb0da963e64"},"_deposit":{"created_by":18,"id":"10116","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"10116"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00010116","sets":["216:275","46"]},"author_link":["56981","9434","55404","55397","44023"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2017","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1095","bibliographicPageStart":"1084","bibliographicVolumeNumber":"63A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. A","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of structural engineering. 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From this study, following results were obtained: 1) the central deflection of wire-net can be appropriately estimated by using the proposed method; 2) although the tension forces of vertical wire-ropes were tending to be overestimated, the horizontal ones may be properly estimated; 3) the deflection of the wire-net may not be affected by the falling angle of the weight.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_link_17":{"attribute_name":"出版者版へのリンク","attribute_value_mlt":[{"subitem_link_text":"10.11532/structcivil.63A.1084","subitem_link_url":"https://doi.org/10.11532/structcivil.63A.1084"}]},"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":"小室 雅人（KOMURO 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