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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 ...
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 ...
Dynamic stiffness elements for free vibration analysis of stiffened plates / Slobodne vibracije ploča sa ukrućenjima primenom metode dinamičke krutosti
(Društvo građevinskih konstruktera Srbije, Beograd, 2016)
The free vibration analysis of stiffened plate assemblies is presented in this paper by using the dynamic stiffness method. The transformed dynamic stiffness matrix of completely free rectangular Mindlin plate is derived ...
Pushover analysis of RC frames with masonry infill
(Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija”, 2014)
In the present paper, the methodology, suggested in FEMA guidelines for the evaluation of the seismic capacity of existing structures, is applied for the case of reinforced concrete frames with masonry infill. Calculations ...
Shear deformable dynamic stiffness elements for free vibration analysis of rectangular isotropic multilayer plates with arbitrary boundary conditions / Granična čvrstoća pritisnutih podužno ukrućenih pločastih nosača
(Građevinski fakultet Subotica, Subotica, 2016)
In this paper, two shear deformable dynamic stiffness elements for the free vibration analysis of rectangular, transversely isotropic, single- and multi-layer plates having arbitrary boundary conditions are presented. ...
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 ...
Uticaj lokalnih uslova na oscilacije tla pri seizmičkoj pobudi
(Savez građevinskih inženjera Srbije, Beograd, 2014)
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 ...