Semi-Active Control for Base Isolated Structure Using Response Evaluator Subjected to Long-Period Earthquake Ground Motion
Author:
Affiliation:
1. Shimizu Corporation
2. Keio University, Department of System Design Engineering
Publisher
Japan Society of Mechanical Engineers
Link
http://www.jstage.jst.go.jp/article/jsdd/5/8/5_8_1674/_pdf
Reference16 articles.
1. Long-period Strong Ground Motion and Damage to Oil Storage Tanks Due to the 2003 Tokachi-oki Earthquake
2. (2) Architectural Institute of Japan, Structural Response and Performance for Long Period Seismic Ground Motions, 2007.
3. (3) National Reserch Institute for Earth Science and Disaster Prevention, http://www.bosai.go.jp/hyogo/ehyogo/movie.html, accessed on 20 Aug., 2011.
4. Bilinear Optimal Control Theory and its Application to Semi-Active Vibration Isolation Control.
5. Sliding Mode Semi-Active Base Isolation Using the Switching Hyperplane Designed by Disturbance-Accommodating Bilinear Control.
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Update of control parameters for semi‐actively controlled base‐isolated building to improve seismic performance;Japan Architectural Review;2019-05-23
2. LQG design scheme for multiple vibration controllers in a data center facility;Earthquakes and Structures;2014-03-25
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