| Project/Area Number |
13800001
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| Research Category |
Grant-in-Aid for Special Purposes
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| Allocation Type | Single-year Grants |
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| Research Institution | Hiroshima Institute of Technology |
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Principal Investigator |
NAKAYAMA Takahiro Hiroshima Institute of Technology, Faculty of Engineering, Professor, 工学部, 教授 (90087974)
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| Co-Investigator(Kenkyū-buntansha) |
ASANO Teruo Hiroshima Institute of Technology, Faculty of Engineering, Professor, 工学部, 教授 (10089790)
NISHIDA Ryouhei Tottori University, Faculty of Engineering, Professor, 工学部, 教授 (90027269)
HAYASHI Haruo Kyoto University, Disaster Prevention Research Institute, Professor, 防災研究所, 教授 (20164949)
YAMAMOTO Haruyuki Hiroshima University, Graduate School for Intemational Development and Corporation, Assistant Professor, 大学院・国際協力研究科, 助教授 (60158293)
IWAI Satoshi Hiroshima Institute of Technology, Faculty of Engineering, Assistant Professor, 工学部, 助教授 (60184850)
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| Project Period (FY) |
2001
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| Project Status |
Completed (Fiscal Year 2001)
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| Budget Amount *help |
¥4,800,000 (Direct Cost: ¥4,800,000)
Fiscal Year 2001: ¥4,800,000 (Direct Cost: ¥4,800,000)
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| Keywords | Geiyo Earthquake in 2001 / Earthquake Activities / Sesmic Ground Motion / 3D Gravity Inversion of Basement Relief / Seismic Disaster to Urban Systems / Questionnaire Survey on Seismic Intensity / Earthquake-Related Structural Damages / Social Responses after Earthquake |
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| Research Abstract |
The conclusions can be summarized as follows :
1) It is shown that the earthquake activities of western Japan have became active after western Tottori Earthquake occurred on the afternoon of Octobcr 6, 2000. 2) Estimates of the Q value for two profiles from the Geiyo earthquake, show that the attenuation is lower for the path that pases through the subducting Philippine Sea slab. 3) 3D gravity inversion of basement relief in the Hiroshima plain, western Japan, was performed using precise data measured in and around the plain. It is important to note that an NNE-SSW oriented trough-like depression is revealed to exist along the western edge of the plain, where damage to houses was remarkably severe. 4) On the basis of the questionnaire survey on seismic intensity in whole Chugoku and Shikoku areas mainly affected by this earthquake, the fact that higher seismic intensities than the instrumental ones were estimated in many areas by the questionnaire survey. 5) Collapse of stone retaining
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wall and slope surface collapse in cases of Kure and Kouchi districts respectively were strongly related to topographical and geological features and characteristics of observed earthquake motions. 6) The roof-tile damage of wooden houses in the residential area of hill-side looks to coincide with ground condition of cut or fill. Difference in dynamic characteristics due to micro-tremor measurement has been found between fill and cut. Moreover, the second earthquake resistance diagnosis method must be taken into account of brittle columns or shear-failed columns, in order to lead the results of earthquake resistance diagnosis of two reinforced concrete school buildings and their damage by the earthquake. 7) Although the physical damage to utility lifelines was not catastrophic as a whole, there occurred functional damage spread, which is typical of urban earthquake disaster. 8) Social responses shown by mainly people, local govemments, and private enterprises in Hiroshima prefecture after the earthquake are investigated. Less
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