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Research of long-term behaviour of non-prestressed precast concrete beams made continuous
(Elsevier BV, 2014)
Despite the extensive analytical and numerical research carried out in the last two decades on the long-term behaviour of continuous concrete beams composed of precast units, only limited number of experimental data is ...
Elasto-plastic stability calculation of the frame structures using the code ALIN / Elasto-plastična analiza stabilnosti okvirnih nosača pomoću programa ALIN
(Građevinski fakultet, Subotica, 2014)
This paper presents the procedure for stability analysis of frame structures in elasto-plastic domain. This analysis is performed using the code ALIN, developed in the C++ programming language. In this code the stiffness ...
Bending resistance of composite section with partial shear connection according to EC4 / Nosivost na savijanje spregnutog preseka sa parcijalnim smičućim spojem prema EC4
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
Bending resistance of a composite steel and concrete section apart from shape and dimensions of a cross section and mechanical characteristics of materials, depends also on type of shear connection, i.e. connectors and ...
The Effect of Transverse Shear Deformation on the Bending of Rectangular Plates
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
The review of the Reissner-Mindlin's (RM) theory of bending of rectangular plates is presented in this paper. Presented are the advantages and disadvantages of RM theory, its application and finite elements (FE) for solving ...
On dinamic spiral patterns - polygonal frames inscribed in circular sections of quadric surfaces
(Faculty of Civil Engineering and Architecture in Niš ; Serbian Society for Geometry and Graphics, Niš ; Beograd, 2014)
Spiral forms, nowadays actual, especially in the area of architecture and design, were the inspiration point for an creative geometrical research. Acquainted with different approaches, present in practical and theoretical ...
Impedance matrix for four adjacent rigid surface foundations
(European Association for Structural Dynamics, 2014)
In this paper, a frequency dependent impedance matrix for four adjacent rigid foundations resting on the viscoelastic halfspace is presented. The frequency dependent impedance matrix is developed using the integral transform ...
Application of the tangent modulus theory to the elasto-plastic stability analysis of the frames
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2014)
Thermal Analysis of Laminated Composite and Sandwich Plate Using Layerwise Finite Element / Termička analiza laminatnih kompozitnih i sendvič ploča primenom slojevitog konačnog elementa
(University of Montenegro, Faculty of Civil EngineeringUniverzitet Crne Gore, Građevinski fakultet, 2014)
In this paper the quasi static response of laminated composite and sandwich plates subjected to lineary varaying through the thickness and sinusoidall distributed in plane temperature field, is analyzed. Mathematical model, ...
Problems of the design and construction of slab between floors
(Tehnički vjesnik, 2014)
This paper gives a brief overview of building floor slabs starting from slabs with wooden beams to the present reinforced concrete (panels AB). The authors in this paper analyze some new logical views on the issue of ...
Design methodology of vertical extension for masonry buildings / Metodologija projektovanja nadogradnje zidanih objekata
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2014)
The vertical extension of masonry buildings is a common need in built-up areas of the old city zones. The design of vertical extension is a special task for structural engineers, characterized by additional specifics in ...