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

Research output: Contribution to journalArticle

Abstract

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.

Original languageEnglish
Pages (from-to)85-94
Number of pages10
JournalJournal of Structural and Construction Engineering
Volume77
Issue number671
DOIs
Publication statusPublished - 2012 Jan 1

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All Science Journal Classification (ASJC) codes

  • Architecture
  • Building and Construction

Cite this

Matsumiya, Tomohiro ; Nagae, Takuya ; Chung, Yu-Lin ; Okazaki, Taichiro ; Fukuyama, Kunio ; Nakashima, Masayoshi. / Shake-table test on beam-to-column connections in high-rise steel buildings conducted with a four-story moment frame. In: Journal of Structural and Construction Engineering. 2012 ; Vol. 77, No. 671. pp. 85-94.
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Shake-table test on beam-to-column connections in high-rise steel buildings conducted with a four-story moment frame. / Matsumiya, Tomohiro; Nagae, Takuya; Chung, Yu-Lin; Okazaki, Taichiro; Fukuyama, Kunio; Nakashima, Masayoshi.

In: Journal of Structural and Construction Engineering, Vol. 77, No. 671, 01.01.2012, p. 85-94.

Research output: Contribution to journalArticle

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