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
コア壁と柔架構を制振部材で連結した低層建物の構造設計
−東京工業大学地球生命研究所棟−
竹内 徹廣重 圭一前原 航柴田 恵実塚本 由晴能作 文徳
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ジャーナル フリー

2016 年 22 巻 51 号 p. 549-554

詳細
抄録
The new research center for Earth-Life Science Institute / Tokyo Institute of Technology is designed with three-stories concrete structure whose first story has very high horizontal stiffness and strength with heavy seismic walls, while upper two stories are composed of flexible moment frames without enough seismic walls to obtain the architectural flexibility against various program. To ensure the seismic performance of upper structures in this building, the walls around the stairs and soft moment frames are separated and energy-dissipating fuses are installed in between. In this paper, the seismic performance of the proposed system is researched, and the optimal design of the fuses is discussed.
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© 2016 日本建築学会
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