FATIGUE STRENGTHS OF BOX SECTION TRUSS CHORD WITH CORNER JOINTS
Author:
Affiliation:
1. JSCE
2. Honshu Shikoku Bridge Authority
3. Japan Construction Method and Machinary Research Institute
4. Tokyo Institute of Technology
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1987/380/1987_380_67/_pdf
Reference9 articles.
1. 1) Miki, C., Tajima, J., Asahi, K. and Ito, F.: Fatigue Strength of Large-Sized Longitudinal Butt Welds with Partial Penetration, Proc. of JSCE, No. 332, 1982. 6.
2. 2) Tajima, J., Takena, K., Miki, C. and Ito. F.: Fatigue Strengths of Truss Made of High Strength Steels, Proc. of JSCE, No. 341, 1984. 1.
3. 3) Japanese National Railways: Standard Specifications for Railway Bridges, 1973. (in Japanese)
4. 4) Honshu Shikoku Bridge Authority: Specifications for Superstructures, 1983. (in Japanese)
5. 5) Shimokawa, H., Takena, K., Fukazawa, M. and Miki, C.: A Fatigue Test on the Full-Size Truss Chord, Proc. of JSCE, Structural Eng./Earthquake Eng., I-1, 1984. 4.
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