EVALUATION OF SEISMIC PERFORMANCE INDEX AND EFFECT OF RETROFITTING BY ENERGY DISSIPATION DEVICE ON EXISTING HIGH-RISE RC BUILDING DUE TO CYCLIC DEFORMATIONS
| Project/Area Number |
25420569
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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 | Chiba University |
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Principal Investigator |
IZUMI NOBUYUKI 千葉大学, 大学院工学研究科, 教授 (80526773)
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| Co-Investigator(Renkei-kenkyūsha) |
KASHIWAZAKI TAKASHI 千葉大学, 大学院工学研究科, 助教 (40251178)
AKITA TOMOFUSA 千葉大学, 大学院工学研究科, 助教 (60512374)
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| Project Period (FY) |
2013-04-01 – 2017-03-31
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| Project Status |
Completed (Fiscal Year 2016)
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| Budget Amount *help |
¥4,940,000 (Direct Cost: ¥3,800,000、Indirect Cost: ¥1,140,000)
Fiscal Year 2016: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2015: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2014: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
Fiscal Year 2013: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
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| Keywords | コンクリート構造 / 超高層建築物 / 耐震性能 / 地震応答解析 / 既存建築物 / 建築構造・材料 / 構造工学・地震工学 / 制震 / 耐震 |
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| Outline of Final Research Achievements |
Time history earthquake response analysis of the framed models which represent the existing high-rise RC buildings in Japan was conducted and the seismic responses due to cyclic deformations were examined. As a result, seismic performance index of the framed models and indoor damage index were evaluated from examination of seismic responses. Moreover, improvement on seismic performance index of the framed models retrofitted by energy dissipation devices due to cyclic deformations was indicated.
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Report
(5 results)
Research Products
(34 results)
