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Prikaz rezultata 51-60 od 531
Governing parameter method for numerical integration of constitutive models for clays
(NUMGE 2018, 2018)
Governing Parameter Method (GPM) is robust, accurate and efficient method for stresses calculation from given strains within incremental inelastic analysis. GPM is implicit stress point algorithm and basic step is to express ...
Management of bridges with shallow foundations exposed to local scour
(Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks, 2016)
Thermal buckling of laminated composite plates using layerwise displacement model
(Elsevier Ltd, 2016)
In this paper thermal buckling of laminated composite plates, based on Layerwise Theory of Reddy and new version of Layerwise Theory of Reddy, presented for the first time, are formulated using the principle of virtual ...
Coherence loss and revivals in atomic interferometry: a quantum-recoil analysis
(Journal of Physics A-Mathematical and Theoretical, 2012)
The coherence effects induced by external photons coupled to matter waves inside a Mach-Zehnder three-grating interferometer are analyzed. Alternatively to atom-photon entanglement scenarios, the model considered here only ...
Terrain correction computations using digital density model of topographic masses
(Zvava Geodetov Slovenije, 2018)
This paper presents the determination of terrain correction by the means of the Digital Density Model (DDM) of topographic masses (Earth's crust mass above the geoid) for the territory of Serbia. The DDM is determined using ...
Expression of the Local GPS Solution in the Regional Reference Frame ETRF2000
(Cham: Springer International Publishing, 2015)
Water Balance Components and Performance Indicators Uncertainty Reduction - Požarevac Waterworks Case Study
(Water Research and Management, 2017)
A model for preventive restoration of architectural structures by steel and glass
(Serbian Architectural Journal, 2017)
Vibrations of Flexible Strip on Viscoelastic Halfspace
(Procedia Engineering, 2017)
The dynamic response of rigid and flexible foundations on the soil has been subject of extensive study in the past decades. A hybrid method using a combined finite element method (FEM) and boundary element method (BEM) is ...