@article{oai:kindai.repo.nii.ac.jp:00007386,
 author = {藤井,  大地 and 眞田,  瑞穂 and 岡部,  諒 and 松本,  慎也 and 西,  伸介},
 issue = {48},
 journal = {近畿大学工学部研究報告, Research reports of the Faculty of Engineering, Kinki University},
 month = {Dec},
 note = {[Abstract] Many high-rise buildings in Tokyo have been vibrated greatly for a long time by the 2011 off the Pacific coast of Tohoku Earthquake. These vibration can be considered as the effect of long-period ground motion. On the other hand, base isolate building is also a structure with long-period similar to the high-rise building. Therefore, in this paper, the safety of a base isolate building for the 2011 off the Pacific coast of Tohoku Earthquake is investigated by the response analysis. A 6-story building with base isolate system is selected as an example of base isolate buildings. This building is modeled by seven mass system with sway spring. The characteristics of the seismic waves obtained big displacement response are analyzed by the spectrum. The safety of the base isolate mid-rise building for megathrust earthquake is considered by these analysis., application/pdf},
 pages = {41--46},
 title = {<研究論文>巨大地震に対する中層免震建物の応答特性},
 year = {2014},
 yomi = {フジイ, ダイジ and サナダ, ミズホ and オカベ, リョウ and マツモト, シンヤ and ニシ, シンスケ}
}