| Project/Area Number |
07680479
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Natural disaster science
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| Research Institution | Tohoku University |
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Principal Investigator |
MURAYAMA Yoshiyuki Tohoku University, Graduate School of Science, Lecturer, 大学院・理学研究科, 講師 (10210072)
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| Co-Investigator(Kenkyū-buntansha) |
TOBITA Jun Nagoya University, Faculty of Technology, Associate Professor, 工学部, 助教授 (90217521)
MATSUMOTO Hideaki Tohoku University, Graduate School of Science, Associate Professor, 大学院・理学研究科, 助教授 (30173909)
SUGANO Takahiro Port and Harbor Research Inst., Structural Dynamics Lab., Research Manager, 講造振動研究室, 研究室長 (10187635)
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| Project Period (FY) |
1995 – 1996
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| Project Status |
Completed (Fiscal Year 1996)
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| Budget Amount *help |
¥2,200,000 (Direct Cost: ¥2,200,000)
Fiscal Year 1996: ¥500,000 (Direct Cost: ¥500,000)
Fiscal Year 1995: ¥1,700,000 (Direct Cost: ¥1,700,000)
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| Keywords | GIS / land transformation / ground conditions / earthquake disaster |
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| Research Abstract |
We built a database by using GIS.The database comprises ground condition indices (GCIs) and damage of houses caused by 1993 Kushiro-oki Earthquake on the coastal terraces which have been artificially transformed in the east of Kushiro city. We derived some GCIs in terms of land forms and their transformation. According to the analysis of the GCI-damage database, we clarified the relationship between some GCIs and damage of houses. For example, the result of a discriminant analysis shows that the depth of the artificial fill and the gradient of the former land form under the fill sharply influence the damage of houses.
We examined the relationship between the locations of damaged houses and the topographical ground condition, on the Alluvial lowland in Kushiro. The sites of damaged houses were closely related to the location of buried river channels.
We introduced a development procedure of GIS for port and harbor facilities at Kobe port. To investigate the failure mechanism of quay walls during 1995 Hyogoken Nanbu Earthquake, we conducted site investigations, large scale under water shaking table tests and numerical simulations. During these analyzes, the importance of relation between natural geological profile and man made reclaimed profile around the failured quay wall.
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