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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 ...
Earthquake-proof system for masonry infills in RC frame structures
(International Journal of Masonry Research and Innovation, 2020)
The use of masonry infill walls in RC frame structures is common in many countries, even in seismically active areas, where the observations made after strong earthquakes have shown that masonry infills significantly modify ...
Dinamička fleksibilnost trakastog temelja na poluprostoru / Dynamic Flexibility of Strip Foundation on Halfspace
(Akademija inženjerskih nauka SrbijeGrađevinski fakultet Univerziteta u Crnoj GoriGrađevinski fakultet Univerziteta u Beogradu, 2019)
Тема овог рада је анализа вертикалних вибрација флексибилног тракастог темеља фундираног на површини еластичног, хомогеног полупростора. Претпоставка је да се темељ у попречном пресеку понаша као Ојлер-Бернулијева греда и ...
Contribution to transient analysis of inelastic steel frames with semi-rigid connections
(Engineering Structures, 2008)
Dynamic behavior of multistory flexibly connected steel frames under earthquake excitations is studied in this paper. The numerical model that simultaneously includes nonlinear connection behavior, member yielding and ...
Seismic behaviour of RC frames with uncoupled masonry infills having two storeys or two bays
(Brick and Block Masonry-From Historical to Sustainable Masonry: Proceedings of the 17th International Brick/Block Masonry Conference (17th IB2MaC 2020), 2020)
Reinforced concrete (RC) structures with masonry infills are widely used for several types of buildings all over the world. However, it is well known that traditional masonry infills constructed with rigid contact to the ...
Elastic critical load of the web of I-girders subjected to patch loading
(Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 13-15.maj 2021, Aranđelovac, 2021, 473-482, 2021)
The paper considers the elastic critical (buckling) load of steel I-girders subjected to patch loading in the plane of the web. The analysis of the influence of the load length and thickness of the flange on the elastic ...
Longitudinal shear of concrete slab in composite beam analysis according to EC4 / Proračun podužnog smicanja u betonskoj ploči spregnutog nosača prema EC4
(Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš, 2010)
In this paper, the analysis of longitudinal shear in concrete slab, according to Eurocode 4 (EN 1994-1-1:2004), is shown. The potential surfaces of shear failure in solid and composite slab are analyzed. For each potential ...
Effect of Base Isolation on Seismic Response of Multi-story buildings - A Case Study
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2014)
A contribution to the analysis of box beams with deformable cross section
(Journal of Constructional Steel Research, 1988)
This paper compares the simplified theory of thin-walled box beams with deformable cross section given by Sedlacek with the more accurate approach proposed by Kollbrunner and Hajdin. Single-cell, simply supported box girders ...
One a possible constructive geometrical derivation of Mercator's conformal cylindrical map projection based on some historical facts
(Heldermann Verlag, 2006)
In modern cartography, Mercator's conformal cylindrical map projection is mathematically described by equations which involve logarithmic and trigonometric functions. It is evident that calculus and di®erential geometry ...