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Frequency- and time-domain methods related to flutter instability problem / Analiza problema flatera u vremenskom i frekventnom domenu
(Građevinski fakultet, Subotica, 2014)
Bridge flutter phenomenon presents an important criterion of instability, which has to be considered in the bridge design phase. This paper presents different bridge flutter methods which can be used to solve the flutter ...
Comparison of different methods for viscoelastic analysis of composite beams
(Serbian Society of Mechanics, 2019)
The paper presents and compares four methods for visco-elastic analysis of steel-concrete composite beams. The method denoted as "exact" is based on the use of linear integro-differential operators and besides inevitable ...
Pressure field analyses of a low-rise building model surrounded by neighbouring buildings in urban areas
(Serbian Society of Mechanics, 2019)
In this paper, pressure field over the roof of low-rise building model has been investigating using numerical simulations. The model is surrounded by four neighboring buildings of the same geometry as the principle one. ...
Wave propagation due to a moving load
(Srpsko društvo za mehaniku, 2013)
The wave propagation on the surface of a half-space due to a moving load is analyzed using the Integral Transform Method. By using of the Helmholtz’s decomposition and threefold Fourier transformation the body wave equation ...
Experimental and Numerical investigations of Reinforced Concrete Frames with Masonry infills under combined in- and out-of-plane seismic loading
(16th European Conference on Earthquake Engineering, 2018)
It is well known that seismically loaded reinforced concrete frames with masonry infills exhibit an unfavourable behaviour which can lead to serious damages of the masonry infill panels and the surrounding reinforced ...
Damage reduction system for masonry infill walls under seismic loading
(ICAAC ‐ 6th International Conference on Autoclaved Aerated Concrete, 2018)
Reinforced concrete (RC) frames with masonry infills are frequently used in seismic regions all
over the world. Generally masonry infills are considered as nonstructural elements and thus are
typically neglected in the ...
Parametric Study of Circular CFT Column Capacity According to Eurocode 4 / Parametarska analiza nosivosti kružnih CFT stubova prema Evrokodu 4
(Građevinski fakultet, Subotica, 2014)
In the paper, a simplified method for design of circular composite CFT columns according to the European standard for deisgn of composite steel and concrete structures – Eurocode 4 is presented. Veri¬fication of the column ...
Stability analysis of multi-story steel frames subjected to different axial load
(Serbian Society of Mechanics, 2019)
This paper presents a stability analysis of multi-story steel frames in the elastic and elasto-plastic domain. The concept of the tangent modulus theory is applied. Numerical analysis is carried out using FEM where ...
Solving the Situation of Airport Bled by Digital Terrain Modeling Using the Software Package Rinoceros
(Belgrade: Faculty of Architecture in Belgrade; Serbian Society for Geometry and Graphics (SUGIG), 2010)
In the paper, we conducted an examination of topographical
conditions of the airport Bled location, using the digital terrain
modeling. A detailed analysis of the ambience around the airport is
done in relation to natural ...
An efficient model for nonlinear analysis of circular CFT columns
(Serbian Society of Mechanics ; Faculty of Mechanical Engineering, University of Belgrade,Belgrade, Belgrade, 2017)