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Influence of Soil-Structure-Interaction on Nonlinear Time History Seismic Response of RC Frames
(Savez građevinskih inženjera Srbije, Beograd, 2016)
Modern regulations require from engineers to take into account a non-linear behavior and the appearance of plastic hinges in the selected structural elements during the earthquake. Also, regulations more insist on considering ...
Finite element modeling of free vibration problem of delaminated composite plates using Abaqus CAE
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2016)
The aim of this paper is to discuss different finite element models of laminated composite plates with delaminations using the commercial software Abaqus CAE. Three-dimensional (solid), as well as two-dimensional (shell) ...
Steel frames with klirit or glass infill subjected to cyclic loading / Čelični okviri sa ispunom od klirita ili stakla pod ciklkičnim opterećenjem
(Građevinski fakultet, Subotica, 2016)
Glass facade is traditionally considered as non structural element in buildings subjected to earthquake loading. Severe earthquake damage of windows glass panels initiated the research in this area in two directions. The ...
Numerička analiza mehanizama loma zidane ispune kod AB ramova
(Savez građevinskih inženjera Srbije, Beograd, 2016)
Vibrations of Viscoelastic Halfspace
(Društvo građevinskih konstruktera Srbije, Beograd, 2016)
Numerical model of the soil is an essential part of the dynamic soil – structure interaction analysis. The soil model should take into account various phenomena that may occur due to dynamic loading, first of all radiation ...
Nonlinear modelling оf RC beam
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2016)
Dynamic stiffness elements for free vibration analysis of stiffened plates / Slobodne vibracije ploča sa ukrućenjima primenom metode dinamičke krutosti
(Društvo građevinskih konstruktera Srbije, Beograd, 2016)
The free vibration analysis of stiffened plate assemblies is presented in this paper by using the dynamic stiffness method. The transformed dynamic stiffness matrix of completely free rectangular Mindlin plate is derived ...
Shear deformable dynamic stiffness elements for free vibration analysis of rectangular isotropic multilayer plates with arbitrary boundary conditions / Granična čvrstoća pritisnutih podužno ukrućenih pločastih nosača
(Građevinski fakultet Subotica, Subotica, 2016)
In this paper, two shear deformable dynamic stiffness elements for the free vibration analysis of rectangular, transversely isotropic, single- and multi-layer plates having arbitrary boundary conditions are presented. ...
Vertical Response of Adjacent Foundations on Layered Soil by ITM / Vertikalni odgovor grupe temelja na slojevitom tlu primenom ITM
(Građevinski fakultet Subotica, Subotica, 2016)
In this paper the dynamic interaction of two rigid massless foundations resting on the finite depth soil medium layer. The vertical response of a loaded and unloaded foundation of a layer over a bedrock is calculated by ...
Shadow shapes of metamorphoses hypercube
(Serbian Association for Geometry and Graphics; Faculty of Civil Engineering, University of Belgrade; Akademska misao, Belgrade, 2016)