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A model for preventive restoration of architectural structures by steel and glass
(Serbian Architectural Journal, 2017)
Vibrations of Flexible Strip on Viscoelastic Halfspace
(Procedia Engineering, 2017)
The dynamic response of rigid and flexible foundations on the soil has been subject of extensive study in the past decades. A hybrid method using a combined finite element method (FEM) and boundary element method (BEM) is ...
Vertical Vibrations of Rectangular Flexible Foundation on Viscoelastic Halfspace
(Scientific Journal of Civil Engineering (SJCE), 2019)
This paper presents a novel method, ITM- DSM, for the soil-foundation interaction problems analysis. It is a semi-numerical method based on the coupling of the Integral Transform Method (ITM) and the Dynamic Stiffness ...
Furthering knowledge on the flow pattern around high-rise buildings: LES investigation of the wind energy potential
(Elsevier, 2022)
To understand the favourable locations for maximum yield of urban wind energy, understanding the flow pattern on the roof region of high-rise buildings is crucial. However, very few studies in the literature report on the ...
Dynamic analysis of steel frames with flexible connections
(Elsevier Ltd, 2002)
This paper deals with the effects of flexibility and damping in the nodal connections on the dynamic behavior of plane steel frames, A flexible eccentric connection is idealized by nonlinear rotational spring and dashpot ...
Geometric correlation of cultural landscape patterns and Prunus domestica L. species leaf / Geometrijska korelacija obrazaca kulturnog predela i lista vrste Prunus domestica L.
(Univerzitet u Beogradu - Šumarski fakultet, Beograd, 2011)
This paper provides the basics for more detailed research on the structures of bionic forms of different plant species and their application in the domain of landscape planning. The aim of this type of research is to expand ...
Vertical Vibrations of 3D Structure Caused by Moving Load
(Acta Technica Napocensis: Civil Engineering & Architecture, 2012)
This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertical moving load using substructure approach in the frequency domain. The dynamic system consists of two substructures, the ...
Nonlinear analysis of frames with flexible connections
(Elsevier Ltd, 2001)
The effects of flexibility and eccentricity in the nodal connections of plane frames due to static loading are considered in this paper. A numerical model that includes both nonlinear connection behavior and geometric ...
Box beams with deformable cross section and rigid cross frames / Sandučasti nosači sa deformabilnim poprečnim presekom i krutim dijafragmama
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2005)
In this paper the Influence of cross frames and wall thickness un the state of stress in box girders with deformable cross section is considered. It is shown how a relatively simple calculation model can be established ...
Bearing capacity and stability of elastically fixed cft slender columns
(Strojarski Facultet, 2017)
CFT columns are one of the basic structural elements in "top-down" construction method. Because of the large depth of excavation the question of stability of these columns raises. This paper presents a procedure for ...