LOCAL BUCKLING STRENGTH OF UNIFORMLY COMPRESSED OCTAGONAL THIN WALLED SECTION MEMBERS

Author:

KOBASHI Tomoki1,NAKAYASU Nariaki2,SHIMIZU Nobutaka2,KANNO Ryoichi3,IKARASHI Kikuo4

Affiliation:

1. Steel Structures Research Lab., Nippon Steel & Sumitomo Metal Corporation / Dept. of Architecture and Building Engineering, Tokyo Institute of Technology

2. Steel Structures Research Lab., Nippon Steel & Sumitomo Metal Corporation

3. Research & Development Center, Nippon Steel & Sumitomo Metal Corporation

4. Dept. of Architecture and Building Engineering, Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference7 articles.

1. 3) Bulson P. S. : The Strength of thin-walled tubes formed form flat elements, Int. J. Mech. Sci., vol. 11, pp. 613-620, 1969

2. 6) Teng J. G., Smith S. T., Ngok L. Y. : Local Buckling of Thin-Walled polygonal Columns Subjected to Axial Compression or Bending, 2nd International Conference on advances in steel structure (ICASS 99), vols. 1 and 2, pp. 109-115, 1999

3. 8) Li, Z., Schafer, B. W. : Buckling analysis of cold-formed steel members with general boundary conditions using CUFSM: conventional and constrained finite strip methods, Proceedings of the 20th Int;l. Spec. Conf. on Cold-Formed Steel Structures, pp. 17-31, 2010

4. 9) Hancock, G. J., Davids, A. J., Key, P. W., Lau, S. W., Rasmussen, K. R. : Recent Developments in the Buckling and Nonlinear Analysis of Thin-Walled Structural Members, Thin-Walled Structure, Vol. 9, pp. 309-338, 1990

5. 11) Winter, G., Strength of Thin Steel Compression Flanges, Journal of Structural Engineering, ASCE, pp. 527-576, 1946

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