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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|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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