ULTIMATE STRENGTH DESIGN PROVISIONS FOR FIXED-END STEEL ARCHES WITH VARIABLE CROSS-SECTIONS
Author:
Affiliation:
1. JSCE
2. Department of Civil Engineering, University of Ryukyu
3. Department of Civil Engineering, Tohoku University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1988/392/1988_392_103/_pdf
Reference4 articles.
1. 1) Komatsu, S.: Stability and Strength of Braced Steel Arches, Chapter 9 of Steel Framed Structures edited by Narayanan, Elsver Science Publ, London, 1985.
2. 2) Yabuki, T., Vinnakota, S. and Kuranishi, S.: Fixed-End Restraint Effect on Steel Arch Strength, Proc. of ASCE, Journal of Structural Engineering, Vol. 112, No. 4, pp. 653-664, April, 1986.
3. 3) Yabuki, T., Lu, L. W. and Kuranishi, S.: An Ultimate Strength Design Aid For Fixed-End Steel Arches, Proc. of JSCE, Structural Eng./Earthquake Eng., Vol. 4, No. 1, pp. 740-749, April, 1987.
4. 4) JAPAN LOAD ASSOCIATION, Specification for Highway Bridges, February, 1980 (in Japanese).
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1. IN-PLANE ULTIMATE STRENGTH OF DECK-TYPE FIXED-END ARCH BRIDGES;Doboku Gakkai Ronbunshu;1989-10-20
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