- 著者
- 山本 健史 保井 美敏 永野 正行 肥田 剛典 田沼 毅彦 渡辺 一弘
- 出版者
- 一般社団法人 日本建築学会
- 雑誌
- 日本建築学会技術報告集 (ISSN:13419463)
- 巻号頁・発行日
- vol.19, no.42, pp.447-452, 2013-06-20 (Released:2013-06-20)
- 参考文献数
- 4
- 被引用文献数
- 8 6
During the 2011 off the Pacific coast of Tohoku Earthquake, strong motion wave observed at the 30-story reinforced concrete super high-rise building located on poor ground in the Kanto region. By response simulation analysis, a particular response behavior of the building during this earthquake were explored, and then the relationship between damage to building interior and response simulation analysis results were carried out.
1 0 0 0 OA 微振動を抑制する免震装置の開発
- 著者
- 谷地畝 和夫 稲井 慎介 山本 健史 得能 将紀 小林 正人
- 出版者
- 一般社団法人 日本建築学会
- 雑誌
- 日本建築学会技術報告集 (ISSN:13419463)
- 巻号頁・発行日
- vol.27, no.65, pp.136-141, 2021-02-20 (Released:2021-02-20)
- 参考文献数
- 10
The seismic isolation structure has a habitability problem that it tends to be vibrated when it is always used. Therefore, we have newly developed a seismic isolation device that controls vibration in the infinitesimal range. The seismic isolation device is an elastic slide bearing and an oil damper integrated, and the performance of the damper in the infinitesimal vibration range was confirmed by vibration tests. We confirmed the effect of adopting it in a building by analysis. We also conducted dynamic tests to verify the performance of the seismic isolation device and put it into practical use.