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1.	Original version of the author's contribution as presented on CD, section: .: PDF ANISOTROPIC FAILURE CRITERION FOR BRITLE MATERIALS USING ARTIFICIAL NEURAL NETWORKS Plevris, Vagelis ; Asteris, Panagiotis 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 [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, section: [MS38] Computational Strategies and Assessment of In-Plane and Out-Of-Plane Seismic Response of Infilled Frames .: PDF INELASTIC RESPONSE OF MASONRY INFILLED REINFORCED CONCRETE STRUCTURES Fotos, Alkis ; Asteris, Panagiotis 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 [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, section: [MS38] Computational Strategies and Assessment of In-Plane and Out-Of-Plane Seismic Response of Infilled Frames .: PDF LATERAL RESPONSE EVALUATION OF STEEL FRAME STRUCTURES WITH MASONRY INFILLS Kritikos, Antonios ; Asteris, Panagiotis 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 [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, .: PDF NONLINEAR ANALYSIS USING REGULAR YIELD SURFACE 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 [...] Detailed record - Similar records

See also: similar author names
4	Asteris, P.
1	Asteris, Panagiotis G.

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