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Modelling nonlinear behaviour of two-dimensional steel structures subjected to cyclic loading

Nassiri, Esmail, (1998) Modelling nonlinear behaviour of two-dimensional steel structures subjected to cyclic loading. .

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ID Code: 36052
Item Type: QUT Thesis (PhD)
Additional Information: Presented to the School of Civil Engineering, Queensland University of Technology.
Keywords: Steel, Structural Ductility Testing, Structural frames Models, Buckling (Mechanics) Mathematical models, Building, Iron and steel, Buildings Earthquake effects, Structural stability Mathematical models, non-linear analysis, inelastic analysis, second order analysis, post-buckling analysis, plastic-zone analysis, P-delta effect, large deflections analysis, collapse analysis, cyclic loading, proportional loading, multiple-surface model, multi-layer model, steel structures, stress-strain modeling, constitutive methods, two surface model, thesis, doctoral
Institution: Queensland University of Technology
Copyright Owner: Copyright Esmail, Nassiri
Deposited On: 22 Sep 2010 23:04
Last Modified: 09 Feb 2011 23:56

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