Discussion of “T‐Joints in Rectangular Hollow Sections Subject to Combined Actions” by Xiao‐Ling Zhao and Gregory J. Hancock (August, 1991, Vol. 117, No. 8)
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References
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“Design of steel structures: Part 1—general rules and rules for buildings.” (1992). Annex K, Preliminary Draft, Eurocode 3 Editorial Group.
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“Design recommendations for hollow section joints—predominantly statically loaded.” (1989). 2nd Ed., IIW Doc. XV‐701‐89, International Institute of Welding Sub‐commission XV‐E, International Institute of Welding Annual Assembly, Helsinki, Finland.
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Packer, J. A. (1987). “Review of American RHS web crippling provisions.” J. Struct. Engrg., ASCE, 113(12), 2508–2513.
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Packer, J. A., Wardenier, J., Kurobane, Y., Dutta, D., and Yeomans, N. (1992). CIDECT design guide for rectangular hollow section (RHS) joints under predominantly static loading. Verlag TÜV Rheinland, Köln, Germany.
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“The strength and behaviour of statically loaded welded connections in structural hollow sections.” (1986). CIDECT Monograph No. 6, T. W. Giddings and J. Wardenier, eds., British Steel plc, Corby, England.
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Zhang, Z., Shen, Z., and Chen, X. (1989). “Nonlinear FEM analysis and experimental study of ultimate capacity of welded RHS joints.” Proc., Int. Symp. on Tubular Struct., Elsevier Applied Science Publishers, London, England, 232–240.
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Copyright © 1992 ASCE.
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Published online: Sep 1, 1992
Published in print: Sep 1992
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