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Bassam A. Izzuddin

Bio: 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.


Papers
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Journal ArticleDOI
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.

631 citations

Journal ArticleDOI
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.

243 citations

Journal ArticleDOI
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.
Abstract: This paper presents a novel interface element for the geometric and material nonlinear analysis of unreinforced brick-masonry structures. In the proposed modelling approach, the blocks are modelled using 3D continuum solid elements, while the mortar and brick-mortar interfaces are modelled by means of the 2D nonlinear interface element. This enables the representation of any 3D arrangement for brick-masonry, accounting for the in-plane stacking mode and the through-thickness geometry, and importantly it allows the investigation of both the in-plane and the out-of-plane response of unreinforced masonry panels. 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 nonlinearity within a simplified local framework employing first-order kinematics. In this respect, the internal interface forces are modelled by means of elasto-plastic material laws based on work-softening plasticity and employing multi-surface plasticity concepts. Following the presentation of the interface element formulation details, several experimentalnumerical comparisons are provided for the in-plane and out-of-plane static behaviour of brick-masonry panels. The favourable results achieved demonstrate the accuracy and the significant potential of using the developed interface element for the nonlinear analysis of brick-masonry structures under extreme loading conditions.

142 citations

Journal ArticleDOI
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.

102 citations

Journal ArticleDOI
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.

89 citations


Cited by
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08 Nov 2014
TL;DR: A knowledge representation schema for design called design prototypes is introduced and described to provide a suitable framework to distinguish routine, innovative, and creative design.
Abstract: A prevalent and pervasive view of designing is that it can be modeled using variables and decisions made about what values should be taken by these variables. The activity of designing is carried out with the expectation that the designed artifact will operate in the natural world and the social world. These worlds impose constraints on the variables and their values; so, design could be described as a goal-oriented, constrained, decision- making activity. However, design distinguish- es itself from other similarly described activities not only by its domain but also by additional necessary features. Designing involves exploration, exploring what variables might be appropriate. The process of explo- ration involves both goal variables and deci- sion variables. In addition, designing involves learning: Part of the exploration activity is learning about emerging features as a design proceeds. Finally, design activity occurs within two contexts: the context within which the designer operates and the context produced by the developing design itself. The designer’s perception of what the context is affects the implication of the context on the design. The context shifts as the designer’s perceptions change. Design activity can be now characterized as a goal-oriented, con- strained, decision-making, exploration, and learning activity that operates within a con- text that depends on the designer’s percep- tion of the context.

1,697 citations

Journal ArticleDOI
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.

631 citations

Journal ArticleDOI
TL;DR: In this article, the validity and applicability of this technique are assessed by comparison with "dynamic pushover" idealised envelopes obtained from incremental dynamic collapse analysis using natural and artificial earthquake records imposed on 12 RC buildings of different characteristics.

376 citations