日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
構造
連結制振構造を適用した超高層RC造建物の制振効果
西村 勝尚福本 義之和田 裕介
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ジャーナル フリー

2008 年 14 巻 28 号 p. 417-422

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抄録

Authors designed the system connecting multi-story shear wall structure with short period and main structure constructed by rigid frame with long period located around it with hydraulic dampers, and applied this system to 45-story reinforced concrete building.
By response analysis, we confirmed as follows, reducing response deformation of main structure by connecting these structures with viscous dampers, height distribution of maximum story shear of multi-story shear wall structure was shape like stairs increasing at stories laying dampers, energy absorbed by dampers occupied about 70% for input energy of earthquake.

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© 2008 日本建築学会
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