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Numerical modelling of concrete-filled steel tube columns under axial compression
(International Congress Proceedings / Association of Structural Engineers of Serbia, 16. Congress, 2022)
The paper presents the numerical modelling of concrete-filled steel tube stub columns under axial compression. The nonlinear 3D finite element model for the analysis was developed using ABAQUS software. The modelling, ...
Assessment of traffic-induced building vibrations using Transfer function method
(Association of Structural Engineers of Serbia, 2022)
As a result of rapid development of cities and construction of high-speed rail/road infrastructure, vibration serviceability of buildings due to traffic-induced vibrations has become a growing issue that affects the comfort ...
Progressive failure analysis of composite laminates loaded in compression / Анализа прогресивног лома композитних ламината изложених сили притиска
(Univerzitet u Beogradu Građevinski fakultet BeogradDruštvo građevinskih konstruktera Srbije, 2022)
U ovom radu sprovedena je analiza progresivnog loma pločastih kompozitnih laminata,
opterećenih na pritisak. Hashin-ov kriterijum je korišćen prilikom određivanja inicijacije loma
laminata, dok je razvoj oštećenja ...
Influence of stiffener and flange on elastic critical load of i-girders subjected to patch loading
(MASE Macedonian Association of Structural Engineering, 2022)
The paper considers the influence of patch load length, flange thickness, and stiffener's characteristics
on the behaviour of steel plate girders subjected to patch loading in terms of elastic stability. The aim is
to ...
Shear design of circular concrete sections according to the EC2 truss model
(MASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, Blvd. Partizanski odredi No. 24 P.Box. 560, 1000 Skopje, Republic of North Macedonia, 2023)
Shear design in Eurocode 2 is generally developed for rectangular sections or T-sections that have
clearly defined tension reinforcement, concentrated in the cross-sectional tension zone, and an
unambiguous width of ...
Elastic critical load of longitudinally unstiffened I-girders subjected to patch loading
(Association of Structural Engineers of Serbia, 2022)
The paper considers the elastic critical load of longitudinally unstiffened I-girders subjected to a localized load of variable length in the plane of the web. In the current regulations, the contribution of the patch ...
Comparative analysis of patch loading buckling resistances according to existing and new Eurocode
(Association of Structural Engineers of Serbia, 2022)
Summary:
This paper compares the procedures for calculating steel plate girders according to thе current
standards ЕN1993-1-5: 2006 [1] and the new version prEN1993-1-5: 2020, which is in the final
stage of development ...
Software for calculation of pedestrian-induced vibration of floors / Softver za proračun vibracija međuspratnih konstrukcija usled dinamičke sile pešaka
(Association of Structural Engineers of Serbia, 2022)
Trends in contemporary architecture towards open-plan spaces in commercial and residential
buildings have created problems with excessive vibrations of large-span floors induced by active
people. Solving vibration ...
Composite Steel-Concrete Beam Analysis using Different Methods
(Univerzitet u Beogradu Građevinski fakultetDruštvo građevinskih konstruktera Srbije, 2021)
The paper compares the following methods for analysis of composite steel-concrete beams: the
“exact” analysis method, simplified method, effective modulus method and the method proposed
by Eurocode 4 design code. The ...
Damage of masonry infilled RC structures in February 2023 earthquakes sequence in Turkey. Decoupled infill as a solution for better behaviour
(Departman za građevinarstvo i geodeziju, Fakulteta tehničkih nauka, Univerziteta u Novom Sadu, 2023)
The predominant form of damage observed during the February 2023 earthquakes in Turkey was the extensive failure of infill walls. This paper offers an insight into the repercussions of these earthquakes on infills, as well ...