Cooperative Control of a Building and Equipment to Enhance the Functional Maintainability
| Project/Area Number |
24360230
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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| Allocation Type | Partial Multi-year Fund |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | Keio University |
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Principal Investigator |
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| Co-Investigator(Kenkyū-buntansha) |
TAKAHASHI Masaki 慶應義塾大学, 理工学部システムデザイン工学科, 准教授 (10398638)
NISHI Hiroaki 慶應義塾大学, 理工学部システムデザイン工学科, 教授 (00365470)
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| Project Period (FY) |
2012-04-01 – 2016-03-31
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| Project Status |
Completed (Fiscal Year 2015)
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| Budget Amount *help |
¥18,720,000 (Direct Cost: ¥14,400,000、Indirect Cost: ¥4,320,000)
Fiscal Year 2015: ¥3,770,000 (Direct Cost: ¥2,900,000、Indirect Cost: ¥870,000)
Fiscal Year 2014: ¥4,680,000 (Direct Cost: ¥3,600,000、Indirect Cost: ¥1,080,000)
Fiscal Year 2013: ¥5,070,000 (Direct Cost: ¥3,900,000、Indirect Cost: ¥1,170,000)
Fiscal Year 2012: ¥5,200,000 (Direct Cost: ¥4,000,000、Indirect Cost: ¥1,200,000)
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| Keywords | 構造制御 / リスク評価 / 協調制御 / 地震防災 / 性能設計 |
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| Outline of Final Research Achievements |
For the functional maintenance of buildings that accommodate equipment with vibration control devices, new control methods and design procedures were developed. 1) A cooperative control method for buildings and equipment was constructed and its validity was confirmed through simulation analysis and shaking table tests of a data center model. 2) A low-computational-load procedure of control design using a seismic hazard curve and a building fragility curve was formulated to minimize the function failure probability. 3) A failure compensation method was developed using a reliability parameter and a linear quadratic Gaussian control and its validity was confirmed through simulation analysis and shaking table tests. 4) A response spectrum method was expanded to estimate the maximum absolute acceleration response and the maximum control force of a system with overdamped modes. 5) An optimal control method considering the damping characteristics of semi-active dampers was formulated.
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Report
(5 results)
Research Products
(56 results)
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[Journal Article] Vibration characteristics change of a base-isolated building with semi-active dampers before, during, and after the 2011 Great East Japan earthquake2015
Author(s)
Dan, M., Ishizawa, Y., Tanaka, S., Nakahara, S., Wakayama, S., and Kohiyama, M.
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Journal Title
Earthquakes and Structures
Volume: 8
Issue: 4
Pages: 889-913
DOI
Related Report
Peer Reviewed / Acknowledgement Compliant
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