{"created":"2025-06-13T01:59:07.585699+00:00","id":7195,"links":{},"metadata":{"_buckets":{"deposit":"3f0c08ec-445d-4a1f-b42b-97f160d113f8"},"_deposit":{"created_by":7,"id":"7195","owners":[7],"pid":{"revision_id":0,"type":"depid","value":"7195"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00007195","sets":["5:1749778844647"]},"author_link":["1632"],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_1551255647225":"長周期地震動における小規模免震構造物の振動性状 （その4）","subitem_1551255648112":"ja"},{"subitem_1551255647225":"Characteristics of Dynamic Behavior of Small-Scale Base-Isolated Structures under Long-Period Earthquake Motion, Part 4","subitem_1551255648112":"en"}]},"item_1617186419668":{"attribute_name":"作成者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"防災科学技術研究所","creatorNameLang":"ja"},{"creatorName":"ボウサイカガクギジュツケンキュウショ","creatorNameLang":"ja-Kana"},{"creatorName":"National Research Institute for Earth Science and Disaster Resilience","creatorNameLang":"en"}],"familyNames":[{"familyName":"防災科学技術研究所","familyNameLang":"ja"},{"familyName":"ボウサイカガクギジュツケンキュウショ","familyNameLang":"ja-Kana"},{"familyName":"National Research Institute for Earth Science and Disaster Resilience","familyNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"1632","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"DA04781797","nameIdentifierScheme":"CiNii","nameIdentifierURI":"https://ci.nii.ac.jp/author/DA04781797"}]}]},"item_1617186626617":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"【H.R.D. Singapore Pte. Ltd.，（株）一条住宅研究所，（株）一条工務店による施設貸与実験】2011年12月に実施したE201105－長周期地震動における小規模免震構造物の振動性状（その2）では、様々な地震動に対して速度感応型性能可変ダンパーを設置して変位制御を行った際の免震住宅の応答変位や応答加速度、ダンパー装置自体の動的な力学特性を確認することができました。本実験では、前回の加振結果から判明した問題点を再検討して、速度と減衰力の関係を見直した「速度感知型性能可変ダンパー」と、周囲にフェールセーフ付加型スライダーを設置した、複合的改善策を施した試験体を作製、その安全性を確認することを目的としています。住宅部は、構造、間取りともに（その２）の試験体と同じで、新規に建築しました。実験の結果、本研究で新規開発した特殊オイルダンパーでは、今回の実験で入力した全ての地震動に対して、免震層変形を現実的な大きさに抑制し、同時に建物内部の安全性を確保することが可能であることが明らかとなっています。","subitem_description_language":"ja","subitem_description_type":"Abstract"},{"subitem_description":"【Facility Rental Experiment Conducted by H.R.D. Singapore Pte. Ltd. and Ichijo Co., Ltd. 】In December 2011, Part 2 of this experiment (E201105) was conducted. In this experiment, velocity-sensitive performance-variable dampers were installed to control displacement under various earthquake motions, and the responses and dynamic characteristics of the damping devices themselves were examined. In this Part 4 experiment, the safety of a test specimen was confirmed by developing a “speed-sensing variable performance damper” that revises the relationship between speed and damping force based on a reexamination of issues identified in the previous test results, and by installing fail-safe sliders. The housing portion was newly constructed with the same structure and floor plan as the Part 2 experiment. The results of the experiment indicate that the special oil damper newly developed in this study can suppress the deformation of the seismic isolation layer to a realistic level for all seismic motions input in this experiment, while ensuring the safety of the building interior.","subitem_description_language":"en","subitem_description_type":"Abstract"},{"subitem_description":"データ取得：2012年　","subitem_description_language":"ja","subitem_description_type":"Other"},{"subitem_description":"Data acquisition period : 2012","subitem_description_language":"en","subitem_description_type":"Other"},{"subitem_description":"お問い合わせ：asebi@bosai.go.jp　","subitem_description_language":"ja","subitem_description_type":"Other"},{"subitem_description":"inquiry： asebi@bosai.go.jp","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_1617186643794":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_1522300295150":"ja","subitem_1522300316516":"防災科学技術研究所"},{"subitem_1522300295150":"en","subitem_1522300316516":"National Research Institute for Earth Science and Disaster Resilience"}]},"item_1617186660861":{"attribute_name":"Date","attribute_value_mlt":[{"subitem_1522300695726":"Issued","subitem_1522300722591":"2014"}]},"item_1617186783814":{"attribute_name":"識別子","attribute_value_mlt":[{"subitem_identifier_type":"DOI","subitem_identifier_uri":"10.17598/NIED.0020-E201201"}]},"item_1617258105262":{"attribute_name":"Resource Type","attribute_value_mlt":[{"resourcetype":"dataset","resourceuri":"http://purl.org/coar/resource_type/c_ddb1"}]},"item_1617353299429":{"attribute_name":"関連情報","attribute_value_mlt":[{"subitem_1522306207484":"isIdenticalTo","subitem_1522306287251":{"subitem_1522306382014":"URI","subitem_1522306436033":"https://asebi.bosai.go.jp/"},"subitem_1523320863692":[{"subitem_1523320867455":"en","subitem_1523320909613":"LOGIN Page for Registered Users"}]}]},"item_title":"長周期地震動における小規模免震構造物の振動性状 （その4）","item_type_id":"40006","owner":"7","path":["1749778844647"],"publish_date":"2025-06-19","publish_status":"0","recid":"7195","relation_version_is_last":true,"title":["長周期地震動における小規模免震構造物の振動性状 （その4）"],"weko_creator_id":"7","weko_shared_id":-1},"updated":"2025-06-23T05:38:46.002955+00:00"}