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Layerwise Finite Element for Thermal Stability Analysis of Laminated Composite Plates / Slojeviti konačni element za analizu termičke stabilnosti laminatnih kompozitnim ploča
(University of Montenegro / Faculty of Civil EngineeringUniverzitet Crne Gore / Građevinski fakultet, 2016)
In this paper thermal stability of laminated composite plates is analyzed using layerwise finite element. The weak form of the plate mathematical model is derived using layerwise displacement field of Reddy [1], nonlinear ...
Influence of soil-structure-interaction on dynamic response of a long bridge
(Naučno-stručno međunarodno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Divčibare, 2012)
In this paper the parametric dynamic analysis of the Danube river bridge “Beska” is presented. The scope of this investigation is to analyze the effects of soil-structure interaction (SSI) and asynchronous earthquake ...
Nonlinear analysis of laminated composite plates and shells with delaminations using finite element method
(Универзитет у Београду, Грађевински факултет, 2016)
Laminated composites play an important role in the construction of aircrafts, windturbines, ships, cars and other components in mechanical and civil engineering. Forexample, the aerospace structures are made of thin-walled ...
Dynamic Soil-Structure Analysis of Tower-Like Structures Using Spectral Elements
(Tehnički vjesnik, 2018)
In this paper general equation system for linear dynamic soil-structure interaction (SSI) in frequency domain is presented. The main objective of the paper is to provide and investigate a possibility to use spectral elements ...
Discrete Kirchof theory of thin shells based on triangular finite element, I / Diskretna Kirchofljeva teorija tankih elastičnih ljuski izvedena iz trougaonog konačnog elementa, I
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2002)
Assuming convected coordinate frame, a three node triangular shell element which uses a discrete Kirchof bending formulation is presented. The tangential components and transverse displacement are approximated by complete ...
Biomimetic Geometry Approach to Generative Design
(Periodica Polytechnica Architecture, 2016)
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 ...
Application of the tangent modulus theory to the elasto-plastic stability analysis of the frames
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2014)
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 ...
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)