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The design and behaviour of concrete filled steel tubular beam-columns /Chao, Min. January 2000 (has links)
Thesis (Ph. D.) -- University of Western Sydney, Hawkesbury, 2000. / Includes bibliographical references (leaves 225-241).
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Combined flexural and cable-like behavior of ductile steel beamsAlp, Yunus. Abbas, Hassan H., January 2009 (has links)
Thesis--Auburn University, 2009. / Abstract. Vita. Includes bibliographical references (p. 224-227).
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Die strukturele gebruik van warmgewalsde tipe 3CR12 vlekvrye staalBosch, Hans Hendrik 05 June 2014 (has links)
M.Ing. (Civil Engineering) / The purpose of this investigation was to develop the basic information necessary for formulating creteria for the design of Type 3CR12 steel hot-rolled sections as columns. The mechanical properties needed for structural design are established. Investigations into the behaviour of axially loaded compression members indicated that the overall column buckling of compression members may be predicted with confidence by the tangent modulus approach. Finally simplified design recommendations are made for the design of Type 3CR12 steel hot-rolled columns. The need for future research are identified.
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Development of a system architecture and applications for an integrated computer software system for the analysis and design of steel structures.Raby, Douglas Allan, January 1999 (has links)
Thesis (M. Eng.)--Carleton University, 1999. / Also available in electronic format on the Internet.
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The behaviour of very high strength (VHS) members and welded connectionsJiao, Hui, 1963- January 2003 (has links)
Abstract not available
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