STRENGTH CHARACTERISTICS OF STEEL ARCH BRIDGES SUBJECTED TO LONGITUDINAL ACCELERATION
Author:
Affiliation:
1. JSCE
2. Dept. of Civil Engrg., Tohoku Univ.
3. Dept. of Civil Engrg., Utsunomiya Univ.
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1986/374/1986_374_119/_pdf
Reference7 articles.
1. 1) Kuranishi, S. and Yabuki, T.: Some numerical estimation of ultimate in-plane strength of two-hinged steel arches, Proc. of JSCE, No. 287, pp. 155-158, July, 1979.
2. 2) Kuranishi, S., Sato, T. and Otsuki, M.: Load carrying capacity of two hinged steel arch bridges with stiffening deck, Proc. of JSCE, No. 300, pp. 121-130, August, 1980.
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. 229-237, October, 1984.
4. 4) Shinke, T., Zui, H. and Nakagawa, T.: In-plane load carrying capacity of 2-hinged arches with a stiffening girder, Proc. of JSCE, No. 301, pp. 47-59, September, 1980 (in Japanese).
5. 5) Aida, T., Saeki, H. and Kubota, A.: Analysis of elastic stability of framed structures subjected to the periodic loads, Proc. of JSCE, No. 249, pp. 29-39, May, 1976 (in Japanese)
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