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Classification of earthquake induced wall damages for masonry / Klasifikacija oštećenja zidova na zidanim objektima usled zemljotresa
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
The state can come into a state of emergency, after strong earthquake, when fast, efficient and professional assessment of the damaged buildings is needed. As the number of masonry buildings is the largest in the fund, it ...
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 ...
Primena metode dinamičke krutosti u analizi slobodnih vibracija otvorenih kružnih cilindričnih ljuski
(Univerzitet u Beogradu-Građevinski fakultet, Univerzitet Crne Gore-Građevinski fakultet, Akademija inženjerskih nauka Srbije, 2019)
In this paper, the dynamic stiffness method has been applied in the free vibration analysis of open circular cylindrical shells having special boundary conditions. Dynamic stiffness matrix, based on the exact solutions of ...
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 ...
Elasto-plastic stability analysis of the frame structures using the tangent modulus approach
(Trans Tech Publications, Switzerland, 2015)
This paper presents the procedure for stability analysis of frames in elastic-plastic domain using the concept of the tangent modulus. When the buckling of structure occurs in plastic domain, it is necessary to replace the ...
Solution for strengthtening of foundations on buissines object "Autocenter Stojanović" in Belgrade
(Društvo građevinskih konstruktera Srbije, 2018)
This paper presents the designed and executed solution for strenghtening existing foundations on business object "Autocentar Stojanovic" in Belgrade for the purpose of constructing 8 additional above ground levels. The ...
Shear deformable dynamic stiffness elements for a free vibration analysis of composite plate assemblies - Part II: Numerical examples
(Elsevier Ltd, 2017)
The dynamic stiffness elements based on the HSDT and FSDT (and the corresponding dynamic stiffness matrices of a laminated composite plate) have been implemented into the original MATLAB code, and a variety of numerical ...