AN EXPERIMENTAL STUDY ON STRENGTH OF THIN-WALLED STEEL BOX BEAM-COLUMNS UNDER REPETITIVE BENDING
Author:
Affiliation:
1. JSCE
2. Kyoto University
3. Hanshin Express Highway Authority
4. Kohchi National College of Technology
5. Osaka Gas Company
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1988/392/1988_392_43/_pdf
Reference18 articles.
1. 1) Kasai, K. and Egor P. Popov: Cyclic web buckling control for shear link beams, Journal of Structural Engineering, ASCE, Vol. 112, No. 3, pp. 505-523, 1986.
2. 2) Hjelmstad, K. D. and Egor P. Popov: Cyclic behavior and design of link beams, Journal of Structural Engineering, ASCE, Vol. 109, No. 10, pp. 2387-2403, 1983.
3. 3) Malley, O. J. and Egor P. Popov: Shear links eccentrically braced frames, Journal of Structural Engineering, ASCE, Vol. 110, No. 9, pp. 2275-2295, 1984.
4. 4) Popov, Egor P. and Mahin, S. A.: Cyclic inelastic buckling of thin tubular columns, Proc. of ASCE, Vol. 105, No. ST11, pp. 2261-2277, 1979.
5. 5) Roeder, C. W. and Egor P. Popov: Eccentrically braced steel frames for earthquakes, Proc. of ASCE, Vol. 104, No. ST3, pp. 391-412, 1978.
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