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. PhD thesis, Queensland University of Technology.
Citation countsare sourced monthly fromand citation databases.
These databases contain citations from different subsets of available publications and different time periods and thus the citation count from each is usually different. Some works are not in either database and no count is displayed. Scopus includes citations from articles published in 1996 onwards, and Web of Science® generally from 1980 onwards.
Citations counts from theindexing service can be viewed at the linked Google Scholar™ search.
|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|
Repository Staff Only: item control page