Experimental Study of Thin‐Walled Steel Box Columns

Author:

Chiew Sing‐Ping,Lee Seng‐Lip,Shanmugam Nandivaram E.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. ASTM E8‐79a . (1979). “Standard methods of tension testing of metallic materials ” American Society for Testing and Materials Philadelphia Pa.

2. Bijlaard P. P. and Fisher G. P. (1953). “Column strength of H‐section and square tubes in the post‐buckling range of the component plates.” National Advisory Committee for Aeronautics Washington D.C.

3. Dwight J. B. Chin T. K. and Ractliffe A. T. (1968). “Local buckling of thin‐walled columns Part I: Effects of locked‐in welding stresses.” Resear. Rep. No. 12 Construction Industry Research and Information Association London U.K.

4. Graves‐Smith T. R. (1967). “The ultimate strength of locally buckled columns of arbitrary length.” Symp. on thin‐walled steel struct held at Swansea Crosby Lockwood London U.K. 35–61.

5. Johnson B. G. Ed. (1976). Guide to stability design for metal structures . Struct. Stability Resear. Council 3rd ed. John Wiley and Sons New York N.Y.

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