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Now showing items 11-20 of 229
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)
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 ...
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 ...
Influence of Boundary Conditions on Nonlinear Response of Laminated Composite Plates / Uticaj graničnih uslova na nelinearan odgovor laminatnih kompozitnih ploča
(University of Montenegro, Faculty of Civil Engineering, 2012)
In this paper the influence of different boundary conditions on geometrically nonlinear response of laminated composite plates is analyzed. Mathematical model, based on layer-wise displacement field of Reddy [1], is ...
Contribution to analysis of composite steel and concrete columns / Prilog proračunu spregnutih stubova od čelika i betona
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2011)
In the paper, design of composite steel-concrete column according to Eurocode 4 is illustrated on detailed numerical example. The theoretical foundations of the Eurocode 4 design procedure is explained before, in the paper ...
Earthquake-proof connection of a bracing structure to a frame structure
(European Patent Office, 2018)
Die Erfindung betrifft ein Verfahren zum erdbebensicheren Anschluss eines Mauersteine umfassenden Ausfachungsmauerwerks an eine Rahmenstruktur, wobei die Rahmenstruktur einen Kopfbalken, einen Fußbalken sowie zwei sich ...
Methods of damage detection of structures based on changes of dynamic characteristics / Metode detekcije oštećenja konstrukcija na osnovu promene dinamičkih karakteristika
(Savez građevinskih inženjera Srbije, Beograd, 2015)
The paper presents overview of damage detection of structures using non destructive test methods and corresponding optimization procedures for detection, localization and severity of damage. Change of a stiffness, as a ...
Influence of boundary conditions on nonlinear response of laminated composite plates / Uticaj graničnih uslova na nelinearan odgovor laminatnih kompozitnih ploča
(Institut za istraživanja i projektovanja u privredi, Beograd, 2012)
In this paper the influence of different boundary conditions on geometrically nonlinear response of laminated composite plates is analyzed. Mathematical model, based on layer-wise displacement field of Reddy [1], is ...
Torsional buckling of thin-walled beams in presence of bimoment induced by axial loads
(Strojarski Facultet, 2015)
In this paper the influence of the bimoment induced by external axial loads on the elastic torsional buckling of thin-walled beams with open cross-section is studied. The governing differential equations of a deformed ...