OPTIMUM CROSS SECTIONAL SHAPES OF STEEL COMPRESSION MEMBERS WITH LOCAL BUCKLING-Reference-Cited by-同舟云学术

OPTIMUM CROSS SECTIONAL SHAPES OF STEEL COMPRESSION MEMBERS WITH LOCAL BUCKLING

Published:1985-04-20 Issue:356 Volume:1985 Page:121-129
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

HASEGAWA Akio¹²,ABO Hidenori¹²,MAUROOF Mohamed¹²,NISHINO Fumio¹³⁴

Affiliation:

1. JSCE

2. Department of Civil Engineering, University of Tokyo

3. Asian Institute of Technology

4. University of Tokyo

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1985/356/1985_356_121/_pdf

Reference5 articles.

1. 1) Usami, T. and Fukumoto, Y.: Local and Overall Buckling of Welded Box Columns, Journal of the Structural Division, ASCE, Vol. 108, No. ST3, pp. 525-542, March, 1982.

2. 2) JRA: Specification for the Design of Highway Bridges, Part 2, Steel Bridges, Japanese Road Association, Feb. 1980.

3. 3) AISC: Specification for the Design, Fabrication and Erection of Structural Steel for Buildings, American Institute of Steel Construction, Nov. 1978.

4. 4) AISI: Specification for the Design of Cold-Formed Steel Structural Members, American Iron and Steel Institute, 1968.

5. 5) Hasegawa, A., Hall, W. B. and Lind, N. C.: Maximum Load Design of Cold Formed Steel Channel Beams, Journal of the Structural Division, ASCE, Vol. 104, No. ST7, pp. 1093-1107, July 1978.

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. EFFECTS OF LOCAL BUCKLING OF COMPONENT PLATES ON THE STRENGTH OF WELDED STEEL MEMBERS;Doboku Gakkai Ronbunshu;1988-04-20

2. A SIMPLIFIED ANALYSIS AND OPTIMALITY ON THE STEEL COLUMN BEHAVIOR WITH LOCAL BUCKLING;Doboku Gakkai Ronbunshu;1986-10-20