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Bassam A. Izzuddin
Researcher at Imperial College London
Publications - 203
Citations - 4588
Bassam A. Izzuddin is an academic researcher from Imperial College London. The author has contributed to research in topics: Finite element method & Progressive collapse. The author has an hindex of 33, co-authored 181 publications receiving 3794 citations. Previous affiliations of Bassam A. Izzuddin include Alexander Technological Educational Institute of Thessaloniki & Aristotle University of Thessaloniki.
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Progressive collapse of multi-storey buildings due to sudden column loss — Part I: Simplified assessment framework
TL;DR: In this paper, a simplified framework for progressive collapse assessment of multi-storey buildings, considering sudden column loss as a design scenario, is proposed, which can accommodate simplified as well as detailed models of the nonlinear structural response, with the additional benefit of allowing incremental assessment over successive levels of structural idealisation.
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Progressive collapse of multi-storey buildings due to sudden column loss—Part II: Application
TL;DR: In this article, the authors present a design-oriented methodology for progressive collapse assessment of multi-storey buildings, which can be implemented at various levels of structural idealisation, determining ductility demand and supply in assessing the potential for progressive collapsing initiated by instantaneous loss of a vertical support member.
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A non-linear interface element for 3D mesoscale analysis of brick-masonry structures
TL;DR: In this article, a co-rotational approach is employed for the interface element, which shifts the treatment of geometric nonlinearity to the level of discrete entities, and enables the consideration of material non-linearity within a simplified local framework employing first-order kinematics.
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Experimental evaluation of the mechanical properties of steel reinforcement at elevated temperature
TL;DR: In this article, an experimental investigation into the influence of elevated temperatures on the mechanical properties of steel reinforcement is described, which includes tests carried out at ambient temperature as well as under steady-state and transient elevated temperature conditions.
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Modelling of the panel zone in steel and composite moment frames
TL;DR: In this article, a new approach for modeling the panel zone region within beam-to-column connections in steel and composite moment-resisting frames is proposed and described, which rationally accounts for the effect of different boundary conditions, as well as shear and flexural deformation modes in evaluating the elastic and inelastic response.