日本建築学会構造系論文集
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
超高層鋼構造建物の柱梁接合部に関する4層骨組振動台実験
松宮 智央長江 拓也鍾 育霖岡崎 太一郎福山 國夫中島 正愛
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2012 年 77 巻 671 号 p. 85-94

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The performance of high-rise steel moment frame buildings constructed in the 1970's is examined by using the E-Defense shake-table facility. Typical design and detailing in the 1970's are incorporated in a four-story, steel moment frame specimen. The specimen is subjected to a series of response deformations representing a high-rise building. Long-period ground motions impose a substantial number of inelastic deformations, which eventually cause fracture in the beam-to-column connections.

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© 2012 日本建築学会
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