Shake-table test on beam-to-column connections in high-rise steel buildings conducted with a four-story moment frame

Tomohiro Matsumiya, Takuya Nagae, Yu Lin Chung, Taichiro Okazaki, Kunio Fukuyama, Masayoshi Nakashima

研究成果: Article同行評審

1 引文 斯高帕斯(Scopus)

摘要

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.

原文English
頁(從 - 到)85-94
頁數10
期刊Journal of Structural and Construction Engineering
77
發行號671
DOIs
出版狀態Published - 2012 1月

All Science Journal Classification (ASJC) codes

  • 建築
  • 建築與營造

指紋

深入研究「Shake-table test on beam-to-column connections in high-rise steel buildings conducted with a four-story moment frame」主題。共同形成了獨特的指紋。

引用此