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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 ...
Bending Resistance of Composite Sections with Nonductile Shear Connectors and Partial Shear Connection
(Hindawi Limited, 2018)
The paper presents the nonlinear section analysis for composite steel-concrete beams with different degrees of shear connection. The analysis is fiber based, i.c., integration over the cross section is performed numerically, ...
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 ...
The Stiffness Matrix of the Fixed-End Composite Frame Element
(The 4th International Congress of Serbian Society of Mechanics, Vrnjacka Banja, Serbia, 4th June 2013, 2013)
The displacement method of frame analysis involves determination of the
element stiffness matrix. In the paper, the stiffness matrix of the fixed-end composite frame
element (type “k”) is derived. In general, the composite ...
Forming the Cupolae With Concave Polyhedral Surfaces by Corrugating a Fourfold Strip of Equilateral Triangles
(Belgrade: Faculty of Architecture in Belgrade; Serbian Society for Geometry and Graphics (SUGIG), 2010)
The cupolae with concave polyhedral surfaces consist of: two regular
polygons, n-gone and 2n-gone in parallel planes, interconnected by an
envelope constituted of series of equilateral triangles. The paper
describes ...
An efficient model for nonlinear analysis of circular CFT columns
(Serbian Society of Mechanics ; Faculty of Mechanical Engineering, University of Belgrade,Belgrade, Belgrade, 2017)
Enhancing energy efficiency by application of green roof in residential building
(Faculty Of Civil Engineering Subotica, 2019)
Improving the energy efficiency in buildings in the Republic of Serbia has been recognized as an area with the greatest potential for reducing overall energy consumption. It also has an indirect impact on improving the ...
Parametric Study of Circular CFT Column Capacity According to Eurocode 4 / Parametarska analiza nosivosti kružnih CFT stubova prema Evrokodu 4
(Građevinski fakultet, Subotica, 2014)
In the paper, a simplified method for design of circular composite CFT columns according to the European standard for deisgn of composite steel and concrete structures – Eurocode 4 is presented. Veri¬fication of the column ...
Nosivost spregnutih stubova od kružnih šupljih čeličnih profila ispunjenih betonom
(Универзитет у Београду, Грађевински факултет, 2018)
Predmet disertacije je određivanje aksijalne nosivosti i stabilnosti kružnih šupljih čeličnihprofila ispunjenih betonom, u daljem CFT stubovi (eng. Concrete Filled Tubes).Problem istraživanja je određivanje stabilnosti CFT ...
Geometrical Characteristics and Solid Modeling of the Grasshopper Escapement Mechanism
(Faculty of Civil Engineering and Architecture ; Serbian Society for Geometry and Graphics SUGIG, Niš ; Beograd, 2014)
This paper presents the geometrical properties of one special type of escapement mechanism – the grasshopper escapement, by which the first marine chronometers were equipped. The most important and distinguish mechanical ...