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Hysteretic behavior of rectangular tube (box) sections based on Preisach model
(Archive of Applied Mechanics, 2012)
In the present paper, the Preisach model of hysteresis is applied to model cyclic behavior of elasto-plastic material. Rate of loading and viscous effects will not be considered. The problem of axial loading of rectangular ...
Biomimetic Geometry Approach to Generative Design
(Periodica Polytechnica Architecture, 2016)
Investigation of the seismic behaviour of structural and non-structural components in industrial facilities by means of shaking table tests
(SEDIF 2020 – 2nd International Conference on Seismic Design of Industrial Facilities, 2020)
Industrial facilities consist of the primary load-carrying structure and various process engineering components (secondary structures), which under seismic loading, may exhibit significant damage that may threaten their ...
Hybrid approach for two dimensional damage localization using piezoelectric smart aggregates
(Elsevier Ltd, 2017)
In the paper, a novel approach for damage localization in reinforced concrete plates, based on the computational analysis of piezoelectric smart aggregates, has been presented. The hybrid approach for damage localization ...
Influence of stochastically modeled imperfections on critical buckling force in concrete columns
(Beograd: Univerzitet u Beogradu, Građevinski fakultet ; Podgorica: Univerzitet Crne Gore, Građevinski fakultet, 2016)
Metoda dinamičke krutosti u dinamičkoj analizi ploča - deo 2: primena
(Beograd: Univerzitet u Beogradu, Građevinski fakultetPodgorica: Univerzitet Crne Gore, Građevinski fakultet, 2016)
In the paper, verification of the model based on the DSM for free vibration analysis of rectangular plate
assemblies according to the shear-deformable plate theories is presented. Plates and plate assemblies
having ...
Innovative System for Earthquake Resistant Masonry Infill Walls
(16th European Conference on Earthquake Engineering, 2018)
Severe damages of masonry infill walls in reinforced concrete and steel frames have been observed after many earthquakes. Typically, masonry infill walls are loaded not just in-plane and out-of-plane but also simultaneously ...
Innovative Ansätze für die Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk
(Erdbebeningenieurwesen und Baudynamik, 15. D-A-C-H Tagung, 2017)
Im Dezember 2016 wurde das EU-Forschungsprojekt INSYSME – Innovative Systems for Earthquake Resistant Design Masonry Enclosures in Reinforced Concrete Buildings – erfolgreich abgeschlosssen. Unter der Koordination der ...
Numerical analysis of reinforced concrete frame buildings with decoupled infill walls
(Building materials and structures, 2020)
Reinforced concrete (RC) buildings with masonry infill walls are widely used in many countries all over the world. Although infills are considered as non-structural elements, they significantly change dynamic characte-ristics ...
Applcation of generalized plasticity model in square CFT column analysis
(National Technical University of Athens, 2013)
In the paper, an efficient three-dimensional concentrated plasticity nonlinear beam-column element is used for the simulation of the response of square CFT columns. The element adopts the concept of the generalized plasticity ...