ANALYSES OF SWAY BRACING MEMBERS IN COMPOSITEGIRDER BRIDGES
Author:
Affiliation:
1. JSCE
2. Dept. of Civil Eng., Musashi Inst. of Tech.
3. Dept. of Civil Eng., Tokyo Inst. of Tech.
4. The Tokyo Electric Power Company, Inc.
5. Kawada Industries, Inc.
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1987/386/1987_386_115/_pdf
Reference21 articles.
1. 1) Fisher, J. W., Fisher, T. A. and Kostem, C. N.: Displacement induced fatigue cracks, Eng. Struct., Vol. 1, pp. 252-257, Oct. 1979.
2. 2) Miki, C.: Damage and maintenance of highway bridges in the United States of America, Dohro, pp. 26-30, Nov. 1982 (In Japanese).
3. 3) Nishikawa, K.: Examples of damage and repairing in highway structures, Dohro, pp. 44-47. Nov. 1982 (In Japanese).
4. 4) Nishikawa, K.: Some examples of fatigue damage in plate girder bridges, Dohro, pp. 58-63, July 1985 (In Japanese).
5. 5) Subcommittee for Investigation of Fatigue Damage of Steel Structures, Committee for Steel Stuructures: Survey of fatigue damages in steel bridges, Proc. JSCE, No. 368, pp. 1-12, April 1986 (In Japanese).
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2. NUMERICAL INVESTIGATION OF OUT-OF-PLANE SECONDARY STRESS IN THE WEB OF FLOOR BEAM OF STEEL TRUSS BRIDGE;Doboku Gakkai Ronbunshu;1994-06-20
3. REPAIR OF FATIGUE DAMAGE IN CROSS BRACING CONNECTIONS IN STEEL GIRDER BRIDGES;Doboku Gakkai Ronbunshu;1989-04-20
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