Detailed Building Response Analysis Method for Important Facilities under Large Ground Motions and Liquefaction
Project/Area Number |
24560683
|
Research Category |
Grant-in-Aid for Scientific Research (C)
|
Allocation Type | Multi-year Fund |
Section | 一般 |
Research Field |
Building structures/materials
|
Research Institution | Nagoya University |
Principal Investigator |
MORI MASAFUMI 名古屋大学, 減災連携研究センター, 特任教授 (40447842)
|
Co-Investigator(Kenkyū-buntansha) |
FUKUWA Nobuo 名古屋大学, 減災連携研究センター, 教授 (20238520)
TOBITA Jun 名古屋大学, 災害対策室, 教授 (90217521)
|
Project Period (FY) |
2012-04-01 – 2015-03-31
|
Project Status |
Completed (Fiscal Year 2014)
|
Budget Amount *help |
¥5,460,000 (Direct Cost: ¥4,200,000、Indirect Cost: ¥1,260,000)
Fiscal Year 2014: ¥1,950,000 (Direct Cost: ¥1,500,000、Indirect Cost: ¥450,000)
Fiscal Year 2013: ¥2,080,000 (Direct Cost: ¥1,600,000、Indirect Cost: ¥480,000)
Fiscal Year 2012: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
|
Keywords | 地震防災 / 耐震安全性 |
Outline of Final Research Achievements |
In order to protect people, government offices, schools , hospitals and energy facilities from large earthquake at Nankai Trough, the accurate evaluation of the seismic performance of the various facilities is very important. In this research, a study on the construction of high-precision seismic response analysis method considering the dynamic soil-foundation interaction effect is carried out for above mentioned objective. And new analysis models are improved. Further more, it is mentioned that the importance of the dynamic soil-foundation interaction effect under large earthquake to estimate building responses accurately.
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Report
(4 results)
Research Products
(16 results)