EVALUATION OF STABILITY STRENGTH FOR DECK-TYPE STEEL ARCH BRIDGES
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/jscej1984/1993/477/1993_477_13/_pdf
Reference14 articles.
1. 1) Shinke, T., Zui, H. and Namita, Y.: Analysis and experiments on in-plane load carrying capacity of arches, Proc. of JSCE, No. 267, pp. 34-52, 1975 (in Japanese).
2. 2) Kuranishi, S. and Yabuki, T.: Some numerical estimations of ultimate in-plane strength of two-hinged steel arches, Proc. of JSCE, No. 287, pp. 155-158, 1979.
3. 3) Kuranishi, S. and Yabuki, T.: Ultimate strength design criteria for two-hinged steel arch structures, Proc. of JSCE, Structural Eng./Earthquake Eng., Vol. 1, No. 2, pp. 229s-237s, 1984.
4. 4) Yabuki, T., Vinnakota, S. and Kuranishi, S.: Fixed-end restraint effect on steel arch strength, Journal of Stuructural Engineering, Proc. of ASCE, Vol. 112, No. 4, pp. 653-664, 1986.
5. 5) Yabuki, T., Lu, L. W. and Kuranishi, S.: An ultimate strength design aid for fixed-end steel arches under vertical loads, Proc. of JSCE, Structural Eng./Earthquake Eng., Vol. 4, No. 1, pp. 115s-123s, 1987.
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