Damage mechanism and structural property for high-strength-steel partial frame without diaphragm

Yoshihiro Kimura, Shinichi Shinozaki, Tadashi Ishihara

研究成果: Article査読

抄録

When rigid moment resisting frames with high tension steel are subjected to the seismic force, the fracture at the ends of beam may occur and it causes the strength of frames decreased. On the other hands, the semi-rigid moment resisting frames without diaphragm with high tension steel can absorb the seismic energy at the beam-to-column connections due to its plate deformation. This study performs cycle loading experiments to high tension steel part frames, and compares the initial rigidity and the yield strength of part frames without diaphragm with that of part frames with diaphragm. In addition, these experimental results are compared with the approximation of the reference.

本文言語English
ページ(範囲)2221-2230
ページ数10
ジャーナルJournal of Structural and Construction Engineering
75
658
DOI
出版ステータスPublished - 2010

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

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