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Based on these results, a “velocity-sensing performance-variable damper” was developed to detect situations where the seismic isolation layer is likely to undergo large deformations using relative velocity, and to increase stiffness and damping. The house test specimen constructed in (Part 1) was repaired, and the developed damper was installed to verify its performance through E-Defense experiments. 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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)
https://nied-repo.bosai.go.jp/records/7191
DOI
df85a956-5aa7-4e1c-878a-146c2af22da3
Item type | データセット / Dataset(1) | |||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
タイトル | ||||||||||||
タイトル | 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) | |||||||||||
言語 | ja | |||||||||||
タイトル | ||||||||||||
タイトル | Characteristics of Dynamic Behavior of Small-Scale Base-Isolated Structures under Long-Period Earthquake Motion, Part 2 | |||||||||||
言語 | en | |||||||||||
作成者 |
防災科学技術研究所
× 防災科学技術研究所
WEKO
1632
|
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内容記述 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | 【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】E201101-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1)の結果、変位拘束装置を用いた方法の問題点が浮かび上がり、実用化に向けた変位制御装置の研究開発が必要であることが明らかとなりました。その結果をうけて、免震層が大変形しそうな状況を相対速度で感知し、剛性、減衰を上げる「速度感知型性能可変ダンパー」を開発しました。(その1)で製作した家屋試験体を補修、開発したダンパーを装着して、その性能を検証するためのE-ディフェンス実験を行いました。実験の結果、入力した全ての地震波に対して装置限界変位以内に制御できましたが、応答加速度には改善の余地があることが明らかとなっています。 | |||||||||||
言語 | ja | |||||||||||
内容記述 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | 【Facility Rental Experiment Conducted by H.R.D. Singapore Pte. Ltd. and Ichijo Co., Ltd. 】As a result of “Characteristics of Dynamic Behavior of Small-Scale Base-Isolated Structures under Long-Period Earthquake Motion, Part 1”, several issues with the method using displacement restraint devices were identified, and it became clear that research and development of displacement control devices for practical application were necessary. Based on these results, a “velocity-sensing performance-variable damper” was developed to detect situations where the seismic isolation layer is likely to undergo large deformations using relative velocity, and to increase stiffness and damping. The house test specimen constructed in (Part 1) was repaired, and the developed damper was installed to verify its performance through E-Defense experiments. The experimental results indicated that the device could control all input earthquake motions within the design limit displacement; however, there is still room for improvement in the response acceleration. | |||||||||||
言語 | en | |||||||||||
内容記述 | ||||||||||||
内容記述タイプ | Other | |||||||||||
内容記述 | データ取得:2011年 | |||||||||||
言語 | ja | |||||||||||
内容記述 | ||||||||||||
内容記述タイプ | Other | |||||||||||
内容記述 | Data acquisition period : 2011 | |||||||||||
言語 | en | |||||||||||
内容記述 | ||||||||||||
内容記述タイプ | Other | |||||||||||
内容記述 | お問い合わせ:asebi@bosai.go.jp | |||||||||||
言語 | ja | |||||||||||
内容記述 | ||||||||||||
内容記述タイプ | Other | |||||||||||
内容記述 | inquiry: asebi@bosai.go.jp | |||||||||||
言語 | en | |||||||||||
出版者 | ||||||||||||
言語 | ja | |||||||||||
出版者 | 防災科学技術研究所 | |||||||||||
出版者 | ||||||||||||
言語 | en | |||||||||||
出版者 | National Research Institute for Earth Science and Disaster Resilience | |||||||||||
日付 | ||||||||||||
日付タイプ | Issued | |||||||||||
日付 | 2013 | |||||||||||
資源タイプ | ||||||||||||
資源タイプ | dataset | |||||||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_ddb1 | |||||||||||
識別子 | ||||||||||||
識別子 | 10.17598/NIED.0020-E201105 | |||||||||||
識別子タイプ | DOI | |||||||||||
関連情報 | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | URI | |||||||||||
関連識別子 | https://asebi.bosai.go.jp/ | |||||||||||
関連名称 | LOGIN Page for Registered Users(en) |