| Project/Area Number |
24560690
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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 | Oita University |
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Principal Investigator |
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| Co-Investigator(Kenkyū-buntansha) |
KUROKI Masayuki 大分大学, 工学部, 助教 (10295165)
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| Co-Investigator(Renkei-kenkyūsha) |
NONAKA Hideko 大分大学, 工学部, 助手 (50274741)
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| Project Period (FY) |
2012-04-01 – 2015-03-31
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| Project Status |
Completed (Fiscal Year 2014)
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| Budget Amount *help |
¥5,330,000 (Direct Cost: ¥4,100,000、Indirect Cost: ¥1,230,000)
Fiscal Year 2014: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
Fiscal Year 2013: ¥2,080,000 (Direct Cost: ¥1,600,000、Indirect Cost: ¥480,000)
Fiscal Year 2012: ¥1,690,000 (Direct Cost: ¥1,300,000、Indirect Cost: ¥390,000)
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| Keywords | 補強コンクリートブロック造 / メーソンリー / 耐震性能評価 / 耐震改修 / 構造実態調査 / 耐力壁 / 直交壁 / 耐震診断 / ポリマーセメントモルタル / 耐震補強 |
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| Outline of Final Research Achievements |
The effect of intersecting walls on seismic performance of bearing walls in partially grouted concrete masonry buildings is investigated experimentally. The test results indicated that the intersecting walls increase the ultimate shear strength as well as deformation capacity of the walls. Also, we proposed a seismic retrofit method for existing partially grouted concrete masonry walls with polymer-cement mortar, PCM, and conducted a lateral loading test for the walls. The test results demonstrate that the application of reinforced PCM overlay provides significantly higher lateral load-carrying capacity to the wall.
A simplified expression of the ultimate shearing stresses for different bearing walls, which can be used for approximate evaluation of lateral load-carrying capacity for existing buildings, was obtained.
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