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Free vibration analysis of multiple cracked frames using dynamic stiffness method
(Proceedings / The 7th International Congress of Serbian Society of Mechanics, Sremski Karlovci, June 24-26, 2019, 2019, 2019)
Cracks are the most common type of structural damage in many engineering structures,
introducing the local change in stiffness of structural elements and changing the dynamic
properties of the structure. Therefore, it ...
Buckling of Sandwich Plates using Layerwise Displacement Model / Izvijanje sendvič ploča primenom slojevitog modela ploče
(University of Montenegro, Faculty of Civil Engineering, 2010)
In this paper a layer wise displacement model is used to study buckling of sandwich plates [2]. Mathematical model assumes layer wise description of in plane displacements, constant transverse displacement and quadratic ...
Dinamička krutost pravougaonog temelja
(13. Kongres Društva građevinskih konstruktera Srbije - DGKS, 2010)
U dinamiþkoj analizi interakcije tla i objekta u frekventnom domenu, primenom metode podstruktura, uticaj tla se zamenjuje dinamiþkom matricom krutosti. Elementi te matrice su kompleksne, frekventno zavisne funkcije, koje ...
Vibrations of Massless Flexible Strip on Visco-Elastic Half-Space
(7th International Congress of Serbian Society of Mechanics, 2019)
This paper deals with the analysis of the dynamic response of the flexible strip foundation resting on the surface of the soil. Plane strain steady state analysis is considered. The cross section of the foundation behaves ...
Effect of relative length of columns on nonlinear response of RC girder bridge
(Savez građevinskih inženjera Srbije, Beograd, 2014)
Geometrically nonlinear transient analysis of delaminated composite plates / Geometrijski nelinearna dinamička analiza oštećenih kompozitnih ploča
(Građevinski fakultet, Subotica, 2014)
This paper analyses geometrically nonlinear transient response of laminated composite plates with delaminations, using FEM. Numerical model is based on Reddy’s Generalized Laminated Plate Theory. Geometric nonlinearity is ...
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 ...
Analysis of Initial Lateral Stifness of RC Frames with Masonry Infill
(Savez građevinskih inženjera Srbije, Beograd, 2018)
Modeliranje zidane ispune primjenom komercijalnog računarskog programa
(Zavod za izgradnju ; Arhitektonsko-građevinski fakultet, Banja Luka, 2014)
Zidana ispuna u skeletnim konstrukcijama ima bitan uticaj na dinamičke karakteristike objekta, koje određuju odgovor konstrukcije pri dejstvu seiz-mičkog opterećenja. Projektno seizmičko opterećenje je intenziteta koji ...
Nonlinear modelling оf RC beam
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2016)