EFFECTS OF LOCAL BUCKLING OF COMPONENT PLATES ON THE STRENGTH OF WELDED STEEL MEMBERS
Author:
Affiliation:
1. JSCE
2. Division of Structural Engineering and Construction, Asian Institute of Technology
3. Univ. of Tokyo
4. Department of Civil Engineering, University of Peradenia
5. Department of Civil Engineering, Univ. of Tokyo
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1988/392/1988_392_121/_pdf
Reference18 articles.
1. 1) AISC: Specification for the Design, Fabrication and Erection of Structural Steel for Buildings, American Institute of Steel Construction, Nov., 1978.
2. 2) JRA: Specification for the Design of Highway Bridges, Part 2, Steel Bridges, Japan Road Association, Feb., 1980.
3. 3) Hasegawa, A., Abo, H., Mauroof, M. and Nishino, F.: Optimum Cross Sectional Shapes of Steel Compression Members, Structural Eng./Earthquake Eng., Vol. 2, No. 1, pp. 97s-105s, April, 1985, Japan Society of Civil Engineers (Proc. JSCE No. 356/I-3).
4. 4) Usami, T., Tsuchiya, N. and Fukumoto, Y.: Theoretical Study on the Interactive Buckling Behavior of Steel Compression Members, Proc. JSCE, Vol. 362/I-4, Oct., 1985 (in Japanese).
5. 5) Usami, T., Tsuchiya, N., Otani, Y. and Fukumoto, Y.: Elastic-Plastic Finite Displacement Analysis of Plate-Assembled Column Segments, Proc. JSCE, Vol. 362/I-4, Oct., 1985 (in Japanese).
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