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1.
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Brittle materials are complex composite materials and a model is necessitated to realistically predict their load carrying capacity under any stress-state. During the las [...]
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2.
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It is well known that masonry infill walls, although non-engineered and considered as non-structural, may provide most of the earthquake resistance and prevent collapse o [...]
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3.
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An established practice for the design of steel frame structures is to ignore the contribution of non-structural elements, such as masonry infilled walls. Even though thi [...]
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4.
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Masonry is a material that exhibits distinct directional properties because the mortar joints act as planes of weakness. To define failure under biaxial stress, a threedi [...]
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Numerous modern seismic codes including Eurocode 8 provide rules to avoid possible adverse impact of the presence of masonry infills in concrete buildings or unbraced ste [...]
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Masonry structures are complicated structures and there is, currently, a lack of knowledge and information concerning the behaviour of their structural system under seism [...]
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This work presents an assessment of the behavior of infilled frames. The feasibility of possible immediate implementation of some recent developments both in analysis and [...]
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8.
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Asteris, Panagiotis G.
In this paper, a new methodology is presented to non-linear analysis of masonry shear wall under biaxial stress state using the finite element method. The methodology foc [...]
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