Void-Filled SHS Beams Subjected to Large Deformation Cyclic Bending

Author:

Zhao Xiao-Ling,Grzebieta Raphael

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference61 articles.

1. Alikhail M. Zhao X. L. Koss L. Grundy P. and Dagg H. ( 1998). “Light-weight floor system utilising thin-walled high-strength RHS sections.” Tubular structures VIII Y. S. Choo and G. J. van der Vegte eds. Balkema Rotterdam The Netherlands 625–634.

2. Bruneau M. (1998). “Performance of steel bridges during the 1995 Hyogoken-Nanbu (Kobe Japan) earthquake—a North American perspective.” Engrg. Struct. 30(12) 1063–1078.

3. Cimpoeru S. J. and Murray N. W. (1993). “The lage-deflection pure bending properties of a square thin-walled tube.” Int. J. Mech. Sci. 35(3/4) 247–256.

4. “Code of practice for design in simple and continuous construction: Hot-rolled sections—structural use of steelwork in building.” (1990). BS5950 Part 1 British Standards Institute (BSI) London U.K.

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