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Continuous Composite Steel Concrete Beams with Partial Shear Connection
(8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia, 2021)
The paper presents the calculation of continuous composite steel-concrete
beams with a partial shear connection and ductile shear connectors. The algorithm for
determining the ultimate load as a function of shear resistance ...
Experimental investigation of behaviour of masonry infilled RC frames under out-of-plane loading
(COMPDYN 2021 - 8th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 2021)
Masonry infills are commonly used as exterior or interior walls in reinforced concrete (RC) frame structures and they can be encountered all over the world, including earthquake prone regions. Since the middle of the 20th ...
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 ...
Parametric Study of Additional Temperature Stresses in Continuously Welded Rails on Steel Truss Railway Bridges
(MDPI (Basel, Switzerland), 2023)
Additional temperature stresses in continuously welded rails (CWRs) are caused by track/bridge interaction (TBI) due to thermal actions. Exceeding permissible stresses in CWRs on the bridge can lead to track buckling or ...
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 ...
Experimental Investigation and Numerical Analysis of the Axial Load Capacity of Circular Concrete-Filled Tubular Columns
(MDPI, 2024)
This paper focuses on the experimental investigation of the axial load capacity of CFT
(concrete-filled steel tube) columns under actual construction conditions during building reconstruction. A total of four samples were ...
A Comparative Study of ML and FEM Models for the Prediction of Seismic Structural Behavior
(International Conference Natural Resources and Environmental Risks: Towards a Sustainable Future, Building of Branch of the Serbian Academy of Sciences and Arts in Novi Sad, Serbia, 2023)
During the last several decades, the finite element method (FEM) is the most commonly used numerical method for performing seismic structural analysis. It requires careful structural modeling, but also the adjustment of ...
Ojačanje i sanacija elemenata temeljne konstrukcije distributivnog centra UNIVEREXPORT
(Društvo građevinskih konstruktera Srbije, 2020)
During the previous period, large and uneven settlements of the ''UNIVEREXPORT'' distribution center occurred on one part of the main structure and foundation slab. These settlements are such that they affect the normal ...