{"created":"2023-03-30T09:38:49.460256+00:00","id":3817,"links":{},"metadata":{"_buckets":{"deposit":"ad9d88be-44e2-4c2f-9cc6-d8367a802da1"},"_deposit":{"id":"3817","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"3817"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00003817","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2022-12-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"802","bibliographicPageEnd":"1173","bibliographicPageStart":"1164","bibliographicVolumeNumber":"87","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of Structural and Construction Engineering (Transactions of AIJ)","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This paper discusses the basic mechanical properties of a newly proposed parallel link mechanism as a three-dimensional seismic isolation system capable of supporting large loads. Specifically, the static restoring force characteristics of the entire mechanism, the moment caused by the spring force, and the inclination of the top surface due to 3-dimensional displacement were analyzed. The results show that stable static restoring force can be obtained by setting the initial angle within a certain range and using multiple units with a separation distance of 4 m or more between mechanisms.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会","subitem_publisher_language":"ja"},{"subitem_publisher":"Architectural Institute of Japan","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.3130/aijs.87.1164"}}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881-8153","subitem_source_identifier_type":"EISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"富澤 徹弥","creatorNameLang":"ja"},{"creatorName":"TOMIZAWA Tetsuya","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"松本 樹","creatorNameLang":"ja"},{"creatorName":"MATSUMOTO Itsuki","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"小川 航矢","creatorNameLang":"ja"},{"creatorName":"OGAWA Koya","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"山田 学","creatorNameLang":"ja"},{"creatorName":"YAMADA Manabu","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"佐藤 栄児","creatorNameLang":"ja"},{"creatorName":"SATO Eiji","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"福井 弘久","creatorNameLang":"ja"},{"creatorName":"FUKUI Hirohisa","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_title":"パラレルリンク機構を用いた鉛直免震システムの静的力学特性に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"パラレルリンク機構を用いた鉛直免震システムの静的力学特性に関する研究","subitem_title_language":"ja"},{"subitem_title":"A STUDY ON STATIC MECHANICAL PROPERTIES OF VERTICAL SEISMIC ISOLATION SYSTEM WITH PARALLEL LINK MECHANISM","subitem_title_language":"en"}]},"item_type_id":"40001","owner":"1","path":["1670839190650"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2023-04-27"},"publish_date":"2023-04-27","publish_status":"0","recid":"3817","relation_version_is_last":true,"title":["パラレルリンク機構を用いた鉛直免震システムの静的力学特性に関する研究"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-04-27T05:20:22.955458+00:00"}