EXPERIMENTAL STUDY ON THE OUT-OF-PLANE BUCKLING STRENGTH OF STEEL ARCHES WITH OPEN CROSS SECTION
Author:
Affiliation:
1. JSCE
2. Kumamoto University
3. Civil and Environmental Engineering, Kumamoto University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1990/416/1990_416_101/_pdf
Reference11 articles.
1. 1) Kee, C. F.: Lateral Inelastic Buckling of Tied Arches, Proc. of ASCE, Vol. 87, No. ST1, pp. 23-39, 1961.
2. 2) Komatsu, S. and Sakimoto, T.: Ultimate Load Carrying Capacity of Steel Arches, Proc. of ASCE, Vol. 103, No. ST12, pp. 2323-2336. 1977.
3. 3) Kuranishi, S. and Yabuki, T.: Effect of Lateral Bracing Rigidities on the Ultimate Strength of Steel Arch Bridges, Proc. of JSCE, No. 305, pp. 47-58, 1981 (in Japanese).
4. 4) Sakimoto, T. and Komatsu, S.: Ultimate Strength of Arches with Bracing Systems, Proc. of ASCE, Vol. 108, No. ST 5, pp. 1064-1076, 1982.
5. 5) Sakimoto, T. and Komatsu, S.: Ultimate Strength Formula for Steel Arches, Proc. of ASCE, Vol. 109, No. ST3, pp. 613-627, 1983.
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