| Project/Area Number |
25420575
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | 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 | Toyohashi University of Technology |
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Principal Investigator |
Nakazawa Shoji 豊橋技術科学大学, 工学(系)研究科(研究院), 教授 (70314094)
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| Project Period (FY) |
2013-04-01 – 2016-03-31
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| Project Status |
Completed (Fiscal Year 2015)
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| Budget Amount *help |
¥5,070,000 (Direct Cost: ¥3,900,000、Indirect Cost: ¥1,170,000)
Fiscal Year 2015: ¥780,000 (Direct Cost: ¥600,000、Indirect Cost: ¥180,000)
Fiscal Year 2014: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2013: ¥3,120,000 (Direct Cost: ¥2,400,000、Indirect Cost: ¥720,000)
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| Keywords | 耐震設計 / 空間構造 / 非構造材 / 機能維持性能 / 耐震性能評価 / ドーム / 体育館 / 耐震性能 / ラチスドーム / 限界変形 / 機能維持 / 動的耐震性能評価指標 / 動的靭性指標 / 総合耐震性能 / 地震リスク解析 |
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| Outline of Final Research Achievements |
Spatial structure is a structure which has comparatively large non-column space, and is used for industrial installation, such as a sports arena, a school gymnasium, and a factory.It is required that spatial structures can be used as an escape facility after an earthquake disaster.
In this study, (1) the newly seismic performance evaluation method which paid attention to critical deformation of the structural members is shown, and (2) the seismic performance evaluation method for the non-structure members (ceiling material is included) is also illustrated. (3) The integrated seismic performance evaluation method containing the functional maintenance performance after the earthquakes for spatial structures is proposed. (4) Finally, to show the validity of the proposed method, the seismic performance evaluation method is mainly applied for dome structures and cylinder type gymnasiums.
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