抄録
A detailed dynamic analysis is performed that incorporates the response from eight possible earthquakes. These earthquakes are for the Tokyo metropolitan area. The building under study is a 550 meter super‐high‐rise building. The fundamental horizontal period of vibration is approximately 6 seconds and the damping is near 2 per cent.
本文言語 | English |
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ページ(範囲) | 103-112 |
ページ数 | 10 |
ジャーナル | The Structural Design of Tall Buildings |
巻 | 4 |
号 | 1 |
DOI | |
出版ステータス | Published - 1995 3月 |
外部発表 | はい |
ASJC Scopus subject areas
- 土木構造工学
- 建築および建設