Detailed Building Response Analysis Method for Important Facilities under Large Ground Motions and Liquefaction

2014 Fiscal Year Final Research Report

• 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
• 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.

Free Research Field

耐震工学、地震工学