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Experimental investigation of wind load on low-rise industrial building
(Faculty of Civil Engineering Subotica, 2019)
Aim of this paper is to investigate wind pressure distribution on low-rise industrial
building based on the results from atmospheric boundary layer wind tunnel experiments.
Building model is a hanger with a tilted roof ...
Uticaj lokalnih uslova na oscilacije tla pri seizmičkoj pobudi
(Savez građevinskih inženjera Srbije, Beograd, 2014)
Elastic critical load of stiffened I-girders subjected to patch loading
(8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021, 153-161, 2021)
Summary: The paper considers the elastic critical load of the isolated web plate and steel
I-girders subjected to patch loading. The girder without transverse stiffeners in the load
application zone, but with longitudinal ...
Comparative seismic analysis of RC buildings under influence of soil-structure interaction
(Savez građevinskih inženjera Srbije, Beograd, 2014)
In this paper the effects of soil-structure interaction (SSI) on reinforced concrete (RC) buildings are analyzed. The dynamic analysis was carried out for two buildings of different heights, founded on three different types ...
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 ...
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 ...
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 ...
Inovativni sistem za seizmički otpornu zidanu ispunu u armiranobetonskim ramovskim konstrukcijama
(Simpozijum DGKS, 2021)
U brojnim zemljotresima uočena su značajna oštećenja zidova ispune u armiranobetonskim (AB) ramovskim konstrukcijama. Dok je oštećenje usled opterećenja u ravni uzrokovano relativnim međuspratnim pomeranjem, kolaps zida ...
Thermal Analysis of 120m high RC Chimney
(Macedonian Association of Structural Engineers, Faculty of Civil Engineering, Macedonia, 2007)
This paper deals with the thermal analysis of 120m high, RC chimney. The aim of the study is to find the distribution of internal forces caused by thermal loads, resulting from the difference among the ambient and the ...