Evaluation of site response characteristics considering periodic contents of ground motion
| Project/Area Number |
24686053
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| Research Category |
Grant-in-Aid for Young Scientists (A)
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| Allocation Type | Partial Multi-year Fund |
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| Research Field |
Structural engineering/Earthquake engineering/Maintenance management engineering
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| Research Institution | Chiba University |
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Principal Investigator |
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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 |
¥13,260,000 (Direct Cost: ¥10,200,000、Indirect Cost: ¥3,060,000)
Fiscal Year 2014: ¥3,120,000 (Direct Cost: ¥2,400,000、Indirect Cost: ¥720,000)
Fiscal Year 2013: ¥3,510,000 (Direct Cost: ¥2,700,000、Indirect Cost: ¥810,000)
Fiscal Year 2012: ¥6,630,000 (Direct Cost: ¥5,100,000、Indirect Cost: ¥1,530,000)
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| Keywords | 地盤増幅特性 / 地震応答スペクトル / 地点補正項 / 伝達関数 / 埋設管被害 / 距離減衰式 |
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| Outline of Final Research Achievements |
In this study, the characteristics of site amplification in Japan were estimated using the attenuation relationship of each station’s response spectrum. Ground motion records observed during 32 earthquakes were employed to construct the attenuation relationship. The station correction factors were evaluated with respect to the average shear wave velocities averaged over the upper 30 m (AVS30) using a geographic information system dataset. Then, the site amplifications for specific periods were estimated throughout Japan. This study also focused on the seismically induced damage to water distribution pipeline in Sendai City. The inventory of water distribution pipeline and the locations of pipe breaks compiled by the Sendai City Waterworks Bureau were employed in this study. The seismically induced damage to water distribution pipelines concentrated in the hilly residential areas developed with cutting and leveling the hills and then filling the valleys for the past several ten years.
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Report
(4 results)
Research Products
(15 results)
