| Project/Area Number |
17360275
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | Tokyo University of Science |
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Principal Investigator |
KITAMURA Haruyuki Tokyo University of Science, Architecture, Professor (20339112)
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| Co-Investigator(Kenkyū-buntansha) |
KINUGASA Hideyuki TOKYO UNIVERSITY OF SCIENCE, Architecture, Assoc. Prof (00224999)
SATUKAWA Keiichi AiICHI SANGYO UNIVERSITY, Architecture, Lecturer (60366440)
SATO Toshiaki SHIMIZU CORPORATION, Izumi Research, Institute (80393560)
DAN Kazuo SHIMIZU CORPORATION, Izumi Research, Institute (90393561)
MORII Takeshi KYOTO UNIVERSITY, Arch. and Architectural Engrg, Prof (10419450)
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| Project Period (FY) |
2005 – 2007
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| Project Status |
Completed (Fiscal Year 2007)
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| Budget Amount *help |
¥16,320,000 (Direct Cost: ¥15,000,000、Indirect Cost: ¥1,320,000)
Fiscal Year 2007: ¥5,720,000 (Direct Cost: ¥4,400,000、Indirect Cost: ¥1,320,000)
Fiscal Year 2006: ¥5,100,000 (Direct Cost: ¥5,100,000)
Fiscal Year 2005: ¥5,500,000 (Direct Cost: ¥5,500,000)
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| Keywords | Long-life Building / Strong Ground Motion Estimation / Seismic Risk Evaluation / Response Spectrum / Energy Spectrum / Maximum Response / Cumulative Damage / Structural Health Monitoring / 強振動予測 |
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| Research Abstract |
Three earthquakes which are expected to occur in Nagoya-Sannomaru are selected in this study. By using the single, 20, 30 and 40-stories models, the story drift angle, residual deformation and plastic deformation ratio of the building are evaluated in case of the mono-and/or consecutive-selected three earthquakes.
Earthquake response analysis of the steel structure and the passive controlled structure are carried out, and the damage evaluation method based on the balance of energy by using the analysis results is suggested.
To observe the strong earthquake response the isolated building and to estimate for the change of the building characteristics, the two-dimensional long-term monitoring system is constructed. Based on the observed data, the adaptive forward-backward system identification for seismic damage detection of building is proposed. In addition, the modeling techniques of isolated building and the multi-points input method are developed to evaluate the horizontal and vertical response of the building.
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