| Project/Area Number |
16K14339
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| Research Category |
Grant-in-Aid for Challenging Exploratory Research
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| Allocation Type | Multi-year Fund |
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| Research Field |
Building structures/Materials
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| Research Institution | Kyoto University |
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Principal Investigator |
KAWASE Hiroshi 京都大学, 防災研究所, 特定教授 (30311856)
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| Co-Investigator(Renkei-kenkyūsha) |
YAMAGUCHI Kentaro 九州大学, 大学院・人間環境学研究院, 准教授 (10274490)
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| Research Collaborator |
NAGASHIMA Fumiaki
NODA Takumi
MATSUSHIMA Shinichi
BAO YINTU
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| Project Period (FY) |
2016-04-01 – 2018-03-31
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| Project Status |
Completed (Fiscal Year 2017)
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| Budget Amount *help |
¥3,770,000 (Direct Cost: ¥2,900,000、Indirect Cost: ¥870,000)
Fiscal Year 2017: ¥2,600,000 (Direct Cost: ¥2,000,000、Indirect Cost: ¥600,000)
Fiscal Year 2016: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
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| Keywords | 摩擦接合 / 柱ー梁 / 超高層 / セルフセンタリング / ストッパー / ダンパー / 柱頭自由 / 震動台実験 / 制震構造 / 摩擦 / 耐震 / 構造工学・地震工学 |
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| Outline of Final Research Achievements |
In this study, a 4-layered test strucvture with a rectangular 1 span was prepared by friction conection without pillar and beams being rigidly joined, and a dynamic vibration test was carried out using a shaking table. Experiments were carried out by stacking up to 4 layers after confirming the behavior with only 1 layer and 2 layers. Each layer was loaded with 1 ton of weight to achieve long period. As a result of the experiment, in the case of 1 layer it collided with a stopper when giving a high velocity seismic motion. The friction coefficient at that time was estimated to be around 0.4. In the 4-layer case, even if 60% input of earthquake ground motion of the Hyogo-ken Nanbu Earthquake or Kumamoto earthquake was given it did not collide with the stopper. However, residual deformation occurred considerably in each experiment. Therefore, it is necessary to construct the sliding structure with a sliding part, a stopper, and a self centering mechanism.
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