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Free vibration analysis of curved spatial Bernoulli-Euler beam with circular cross section using isogeometric approach
(2019)
In this paper the linear free vibration analysis of an arbitrarily curved spatial Bernoulli – Euler beam with circular cross section using isogeometric approach has been presented. In order to carry out free vibration ...
Methodology of calculations for landslide stabilisation by piles
(Macedonian association forgeotechnics, 2022)
Klizišta u Srbiji, u najvećem broju slučajeva, jako zavise od geoloških uslova u terenu i svako klizište ima svoje specifičnosti koje moraju da se odrede geotehničkim istraživanjima. Stoga su u radu prvo prikazane osnovne ...
Računarska geometrija sa 3D Modelovanjem
(Beograd: Akademska misao, 2015)
Из става рецензената: "Књига „Рачунарска геометрије са 3Д моделовањем“, аутора др Марије Обрадовић, резултат је вишегодишњег педагошког рада на предмету Рачунарска геометрија Одсека за геодезију и информатику Грађевинског ...
Prediction of Ultimate Compressive Strength of CCFT Columns Using Machine Learning Algorithms
(8th International Conference Science and Practice, Kolasin, Montenegro, 2022)
The composite concrete-filled steel tube columns are structural members with numerous advantages over the traditional reinforced concrete or the pure steel members. The behavior of these columns is highly nonlinear. This ...
Influence of inter-panel connections on vibration response of CLT floors due to pedestrian-induced loading
(Engineering Structures, 2023)
Long-span cross-laminated timber (CLT) floors are typically an assembly of prefabricated CLT panels connected together on the site. The actual connections are commonly neglected in design calculations. Hence, a CLT floor ...
The influence of exposure on wind flow characteristics around a high-rise building
(Editura Conspress, 2022)
This study uses validated Large-eddy simulations to investigate the impact of the building exposure on the flow field around the principal building placed in the turbulent atmospheric boundary layer. The prismatic 1:3 ...
An efficient beam-column element for nonlinear 3D frame analysis
(ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in, 2011)
A three-dimensional nonlinear beam-column element for the simulation of the global and local response of frames under monotonic and cyclic loading conditions is pre-sented. The element belongs to the group of concentrated ...
Generalized plasticity model for inelastic RCFT column response
(Elsevier Ltd, 2016)
This paper presents a nonlinear 3d concentrated plasticity beam column element for the analysis of RCFT columns. The element consists of a linear elastic component with a plastic hinge at each end whose inelastic response ...
Dynamic response of three-dimensional rigid and flexible foundations on layered soils with local inhomogeneities
(Elsevier, 2022)
The dynamic response of rigid and flexible three-dimensional (3D) foundations of arbitrary shape, placed on a homogeneous or layered halfspace, which may contain a finite, longitudinally invariant structure or inhomogeneity, ...
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 ...