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Experimental and numerical study of structural damping in a beam with bolted splice connection
(Thin-Walled Structures, 2023)
The objective of this research is to develop a numerical model of one widely used bolted beam splice connection
that dissipates energy through structural damping. The reference experimental setup is carefully designed ...
Practical ANN prediction models for the axial capacity of square CFST columns
(Springer, 2023)
In this study, two machine-learning algorithms based on the artificial neural network
(ANN) model are proposed to estimate the ultimate compressive strength of square
concrete-filled steel tubular columns. The development ...
On the Wind Energy Resource above High-Rise Buildings
(MDPI, 2020)
One of the main challenges of urban wind energy harvesting is the understanding of the flow characteristics where urban wind turbines are to be installed. Among viable locations within the urban environment, high-rise ...
Shake‑table testing of a stone masonry building aggregate: overview of blind prediction study
(Bulletin of Earthquake Engineering, 2023)
City centres of Europe are often composed of unreinforced masonry structural aggregates, whose seismic response is challenging to predict. To advance the state of the art on the seismic response of these aggregates, the ...
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 ...
Effects of material uncertainties on vibration performance cross laminated timber floors
(Society for Materials and Structures Testing of Serbia, BelgradeUniversity of Belgrade Faculty of Civil EngineeringAssociation of Structural Engineers of Serbia, 2021)
Variety of wood species and complexity of their structure make the reliable material properties of cross-laminated timber (CLT) difficult to obtain, which can lead to inaccurate prediction of CLT behavior. Due to high ...
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, ...
Analytical solution for multilayer plates using general layerwise plate theory / Analitičko rešenje višeslojnih ploča zasnovano na opštoj laminatnoj teoriji ploča
(Univerzitet u Nišu, Niš, 2005)
This paper deals with closed-form solution for static analysis of simply supported composite plate, based on generalized laminate plate theory (GLPT). The mathematical model assumes piece-wise linear variation of in-plane ...
Nelinearna analiza stabilnosti okvirnih nosača
(Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš, 2009)
The research related to work on my doctoral thesis is presented in this paper. The basic subject of proposed PhD research is related to the numerical simulation of elastic and non-elastic stability analysis of frame ...
Design approach for cost-effective hybrid CLT floors
(Croatian Association of Civil Engineers, 2022)
There is a growing research and production interest for the application of lower-cost
hybrid cross-laminated timber (CLT) panels composed of timber layers of dissimilar quality.
Therefore, an approach for the design of ...