{"_buckets": {"deposit": "445af26c-923f-4e95-b52f-832d2c83296d"}, "_deposit": {"id": "3186", "owners": [1], "pid": {"revision_id": 0, "type": "depid", "value": "3186"}, "status": "published"}, "_oai": {"id": "oai:nied-repo.bosai.go.jp:00003186", "sets": []}, "author_link": [], "item_10001_biblio_info_7": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2017", "bibliographicIssueDateType": "Issued"}, "bibliographicIssueNumber": "851", "bibliographicPageEnd": "00057-17-00057", "bibliographicPageStart": "17", "bibliographicVolumeNumber": "83", "bibliographic_titles": [{"bibliographic_title": "日本機械学会論文集", "bibliographic_titleLang": "ja"}, {"bibliographic_title": "Transactions of the JSME (in Japanese)", "bibliographic_titleLang": "en"}]}]}, "item_10001_description_5": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "\u0026lt;p\u0026gt;Vibration tests of the prototype of the newly developed three-dimensional seismic isolation mechanism were carried out using several real-scale three-dimensional seismic waves with the world\u0026#039;s largest E-defense shaking table. The developed 3-D seismic isolation mechanism has an air levitation mechanism that isolates horizontal vibration and a spring link mechanism that isolates vertical vibration, in series. The air levitation mechanism floats only 50 μm from the floor and is in contact with the floor with a slight air viscous force of a friction coefficient of 1/1000. Since there is no spring force in the horizontal direction in this mechanism, there is no periodic motion and there is no amplification of vibration. Also, since the floating height is very small, the vertical rigidity is very high even in the air, and the rocking motion is not performed. The spring link mechanism combines a negative stiffness link and a positive stiffness link to minimize the spring stiffness. While maintaining the horizontal attitude by the link, a vertical natural frequency of 0.25 Hz was realized. The prototype showed unprecedented high performance of about 20 dB of anti-vibration capability at 1 Hz both in the horizontal and vertical directions, and the effectiveness was verified in this experiment. The seismic waves used for the experiment are the Takatori seismic wave of the Great Hanshin-Awaji Earthquake of 1995 and the Sendai seismic wave of the Great East Japan Earthquake of 2011.\u0026lt;/p\u0026gt;", "subitem_description_language": "ja", "subitem_description_type": "Other"}, {"subitem_description": "\u0026lt;p\u0026gt;Vibration tests of the prototype of the newly developed three-dimensional seismic isolation mechanism were carried out using several real-scale three-dimensional seismic waves with the world\u0026#039;s largest E-defense shaking table. The developed 3-D seismic isolation mechanism has an air levitation mechanism that isolates horizontal vibration and a spring link mechanism that isolates vertical vibration, in series. The air levitation mechanism floats only 50 μm from the floor and is in contact with the floor with a slight air viscous force of a friction coefficient of 1/1000. Since there is no spring force in the horizontal direction in this mechanism, there is no periodic motion and there is no amplification of vibration. Also, since the floating height is very small, the vertical rigidity is very high even in the air, and the rocking motion is not performed. The spring link mechanism combines a negative stiffness link and a positive stiffness link to minimize the spring stiffness. While maintaining the horizontal attitude by the link, a vertical natural frequency of 0.25 Hz was realized. The prototype showed unprecedented high performance of about 20 dB of anti-vibration capability at 1 Hz both in the horizontal and vertical directions, and the effectiveness was verified in this experiment. The seismic waves used for the experiment are the Takatori seismic wave of the Great Hanshin-Awaji Earthquake of 1995 and the Sendai seismic wave of the Great East Japan Earthquake of 2011.\u0026lt;/p\u0026gt;", "subitem_description_language": "en", "subitem_description_type": "Other"}]}, "item_10001_publisher_8": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "一般社団法人 日本機械学会", "subitem_publisher_language": "ja"}, {"subitem_publisher": "The Japan Society of Mechanical Engineers", "subitem_publisher_language": "en"}]}, "item_10001_relation_14": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "10.1299/transjsme.17-00057"}}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "安田 正志", "creatorNameLang": "ja"}, {"creatorName": "YASUDA Masashi", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "佐藤 栄児", "creatorNameLang": "ja"}, {"creatorName": "SATO Eiji", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "山田 学", "creatorNameLang": "ja"}, {"creatorName": "YAMADA Manabu", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "梶原 浩一", "creatorNameLang": "ja"}, {"creatorName": "KAJIWARA Koichi", "creatorNameLang": "en"}]}, {"creatorNames": [{"creatorName": "早津 昌樹", "creatorNameLang": "ja"}, {"creatorName": "HAYATSU Masaki", "creatorNameLang": "en"}]}]}, "item_language": {"attribute_name": "言語", "attribute_value_mlt": [{"subitem_language": "jpn"}]}, "item_title": "負剛性リンク機構と空気浮揚機構を直列に用いた3次元免震装置の開発（試作実験装置の概要とE-Defense加震装置による実大3次元地震波加震実験の報告）", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "負剛性リンク機構と空気浮揚機構を直列に用いた3次元免震装置の開発（試作実験装置の概要とE-Defense加震装置による実大3次元地震波加震実験の報告）", "subitem_title_language": "ja"}, {"subitem_title": "Development of three-dimensional seismic isolation system using negative stiffness link mechanism and air levitation mechanism in series (Overview of prototype experimental device and report on full-scale 3-D seismic excitation experiment by E-Defense sha", "subitem_title_language": "en"}]}, "item_type_id": "40001", "owner": "1", "path": ["1670839190650"], "permalink_uri": "https://nied-repo.bosai.go.jp/records/3186", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2023-03-30"}, "publish_date": "2023-03-30", "publish_status": "0", "recid": "3186", "relation": {}, "relation_version_is_last": true, "title": ["負剛性リンク機構と空気浮揚機構を直列に用いた3次元免震装置の開発（試作実験装置の概要とE-Defense加震装置による実大3次元地震波加震実験の報告）"], "weko_shared_id": -1}