Simulation of input motions in wide period range for earthquake resistant design of super‐high‐rise buildings

Makoto Watabe; Kazuo Dan; Akira Mita; Toru Ishii

doi:10.1002/tal.4320040110

Simulation of input motions in wide period range for earthquake resistant design of super‐high‐rise buildings

Makoto Watabe, Kazuo Dan, Akira Mita, Toru Ishii

研究成果: Article › 査読

1 被引用数 (Scopus)

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
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	https://doi.org/10.1002/tal.4320040110
出版ステータス	Published - 1995 3
外部発表	はい

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction

文献へのアクセス

10.1002/tal.4320040110

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引用スタイル

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abstract = "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.",

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