STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING
Online ISSN : 1882-3424
Print ISSN : 0289-8063
ISSN-L : 0289-8063
Paper
ULTIMATE STRENGTH OF T-SHAPED AND CROSS-SHAPED SOCKET JOINTS BETWEEN STEEL BEAM AND CONCRETE-FILLED STEEL TUBULAR COLUMN
Masato YAMADAAtsushi HAYASHIShin-ichiro NOZAWATeruhiko YODA
著者情報
ジャーナル フリー

2005 年 22 巻 2 号 p. 137s-158s

詳細
抄録

The authors have proposed an equation for estimating the ultimate strength of T-shaped socket joints. However, the effect of cyclic loading and external diagphragms, applicability to the cross-shaped joint and other issues must be verified. Therefore, the static loading tests by using the T-shaped joint specimens were carried out in order to investigate the effects of loading method and the diaphragm. Monotonic static loading tests by using the cross-shaped joint specimens were also carried out. The test results indicate that the loading method and the diaphragm affect the ultimate strength, and that the application of the proposed method to the cross-shaped joint is promising.

著者関連情報
© 2005 by Japan Society of Civil Engineers
前の記事 次の記事
feedback
Top