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Damage of masonry buildings during earthquakes and retrofitting and strengthening examples from practice
(12th International Conference Assessment, Maintanance and Rehabilitation of Structures, 2022)
Masonry buildings constitute a major fraction of the building stock in Serbia and other countries in the region, and they are highly exposed to the earthquakes and affected due to their vulnerability to seismic effects. ...
Static and kinematic height limit of vertical slope
(Serbian Society of Mechanics, Belgrade, 2011)
In the present paper static and kinematic limit of vertical slope has been analyzed. An overview of literature is given. It is well know from Drucker-Prager paper (1952) that lower bound (static) is H=2c/γ where c and γ ...
Experimental investigation of wind flow around low-rise tilted house
(Faculty of Civil Engineering Subotica, 2019)
An experimental investigation has been conducted in order to give insight into wind flow characteristics in urban areas, in particular, its effects on low-rise buildings. Analyses are based on the results from atmospheric ...
Experimental and Numerical analysis of RC Frames with decoupled masonry infills
(COMPDYN 2019 - 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 2019)
Masonry infill walls are commonly used in reinforced concrete (RC) frame structures, also in seismically active areas, although they often experience serious damage during earthquakes. One of the main reasons for their ...
Balanced scorecard implementation in construction industry
(8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 569-578, 2021)
This paper presents Balanced Scorecard (BSC) as a strategy-based
measurement system that could solve defining and implementing strategy. Construction
companies often have a centralized organizational structure, an ...
Von Karman Nonlinear Theory of Composite Plates
(Serbian Society of Mechanics, Belgrade, 2011)
The von Karman plate theory is used to analyze geometrically nonlinear small strain, large deflection response of composite laminated plates. The 3D elasticity equations are reduced to 2D problem using kinematical assumptions ...
Performance of masonry buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)
(19th MASE Symposium, 2022)
In the period of one year, several moderate intensity earthquakes occurred in the Balkan Peninsula. It is interesting that among four significant earthquakes in this period of time, two with the same magnitude (Mw 6.4) ...
Ultimate Load of Rectangular Plate / Granično opterećenje pravougaone ploče
(Građevinski fakultet, Subotica, 2015)
Calculation of cross section forces reinforced concrete slab, in practice often is done according to the Theory of elasticity(ТЕ). In cases where the dimensioning section should be done according to the theory of critical ...
Seismic Assessment of RC Buildings using N2 Method
(Savez građevinskih inženjera Srbije, Beograd, 2018)
This paper presents the results of a comparative analysis of the behavior of a eight-storey RC building of type: (1) spatial frame and (2) spatial frame with shear walls, according to EN1998-1, using N2 method. The analysis ...
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) ...