STRUCTURAL PARAMETERS GOVERNING FATIGUE CRACKING IN HIGHWAY BRIDGES
Author:
Affiliation:
1. JSCE
2. Department of Civil Engineering, Osaka University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1989/410/1989_410_253/_pdf
Reference5 articles.
1. 1) Okura, I., Hirano, H. and Yubisui, M.: Stress measurement at cross beam connections of plate girder bridges, Technol. Repts. Osaka Univ., Vol. 37, No. 1883, pp. 151-160, 1987.
2. 2) Okura, I. and Fukumoto, Y.: Fatigue of cross beam connections in steel bridges, IABSE, 13th Congress, Helsinki, pp. 741-746, 1988.
3. 3) Okura, I., Yubisui, M., Hirano, H. and Fukumoto, Y.: Local stresses at cross beam connections of plate girder bridges, Proc. of JSCE Struct. Eng./Earthq. Eng., Vol. 5, No. 1, pp. 89s-97s, Japan Society of Civil Engineers, 1988.
4. 4) Watanabe, N.: Theory and Calculation of Grid Beams, Gihodo Publisher, Tokyo, pp. 44-45, 1965 (in Japanese).
5. 5) Okura, I., Takigawa, H. and Fukumoto, Y.: Structural parameters governing fatigue cracking at cross-beam connections in plate girder highway bridges, Technol. Repts. Osaka Univ., Vol. 39, No. 1980, pp. 289-296, 1989.
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1. ARRANGEMENT OF STUD SHEAR CONNECTORS TO REDUCE FATIGUE CRACKING AT THE TOP OF VERTICAL STIFFENERS;Doboku Gakkai Ronbunshu;1995-10-21
2. MECHANISM FOR DEVELOPING LOCAL STRESS AT THE CONNECTION DETAILS IN STEEL BRIDGE STRUCTURES;Doboku Gakkai Ronbunshu;1995-01-21
3. NUMERICAL INVESTIGATION OF OUT-OF-PLANE SECONDARY STRESS IN THE WEB OF FLOOR BEAM OF STEEL TRUSS BRIDGE;Doboku Gakkai Ronbunshu;1994-06-20
4. STRUCTURAL PARAMETERS GOVERNING FATIGUE CRACKING IN HIGHWAY BRIDGES;Doboku Gakkai Ronbunshu;1989-10-20
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