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Innovative system for seismic resistant masonry infills in reinforced concrete frame structures
(Универзитет у Београду, Грађевински факултет, 2018)
Reinforced concrete (RC) structures with masonry infill walls constitute a significant portion of buildings, since their use is common in many countries due to the good performances of infills with respect to, temperature, ...
Energy efficiency of buildings in Serbia: State-of-the-art and perspectives / Energetska efikasnost zgrada u Srbiji - stanje i perspektive
(Univerzitet u Beogradu - Institut za nuklearne nauke Vinča, Beograd i Društvo termičara Srbije, Beograd, 2010)
In the present paper, state of the art of Energy Efficiency of buildings (residential, business, industrial) in Serbia is given. Special attention will be paid to energy efficiency of already existing or new buildings. ...
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 ...
Long-term behavior of continuous girders made from precast elements
(TTEM journal / Tecnics Technologies Education Management, 2014)
Seismic design of masonry structures based on Eurocode 8 / Seizmički proračun zidanih zgrada prema Evrokodu 8
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2013)
Seismic design of masonry buildings is a very common task of civil engineers in their daily practice. It is very important for structures in seismic areas bearing in mind that the brick buildings typically have a much lower ...
Transient Response of Cross-Ply Laminated Composite Plates
(Faculty of Civil Engineering and Architecture (Niš), 2012)
This paper describes the transient response of cross-ply laminated composite plates. Possibility of achieving the transient response of cross-ply composites by the use of Reddy’s generalized laminated plate theory (GLPT) ...
Innovative System for Earthquake Resistant Masonry Infill Walls
(16th European Conference on Earthquake Engineering, 2018)
Severe damages of masonry infill walls in reinforced concrete and steel frames have been observed after many earthquakes. Typically, masonry infill walls are loaded not just in-plane and out-of-plane but also simultaneously ...
Application of the tangent modulus theory to the elasto-plastic stability analysis of the frames
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2014)
Metoda dinamičke krutosti u dinamičkoj analizi sistema ploča - deo 1: teorija
(Beograd: Univerzitet u Beogradu, Građevinski fakultetPodgorica: Univerzitet Crne Gore, Građevinski fakultet, 2016)
In a paper, theoretical bases of the dynamic stiffness method in the analysis of free vibration problem of
plate assemblies are presented. Governing equations are derived based on Mindlin, as well as higherorder
shear ...
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 ...