日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
メガブレースを用いた超高層免震鋼構造建築物の設計(構造)
菊地 岳史藤森 智竹内 徹和田 章
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ジャーナル フリー

2005 年 11 巻 22 号 p. 217-222

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Application of seismic isolation techniques for slender tall steel building requires several attentions in structural design. One is the horizontal stiffness of superstructure to maintain seismic isolation effects, and another is the uplift effect of the isolation bearing with overturning moment caused by earthquakes. In this paper, a practical design of the tall seismic isolated steel building with high aspect ratio is reported. To satisfy the above conditions, single-span moment frame structure with mega-braces on both sides are introduced, and their efficiency is discussed.

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© 2005 日本建築学会
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