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Nonlinear analysis of thin-wall cylindrical liquid storage reservoirs under seismic action
(WCEE, 2000)
This paper summarizes some of the results of a comprehensive theoretical investigation concerning the seismic response of ground supported liquid storage reservoirs. Dynamic properties of the fluid-shell interaction system ...
Hysteretic Behavior of Elastic-plastic Beams Subjected to Cyclic Bending
(Jugoslovensko društvo za mehaniku - JDM, 1993)
In this paper, Preisach model for hysteresis behavior of elastic-plastic materials is extended to cyclic bending of beams.
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 ...
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 ...
Section Discretization of Fiber Beam-Column Elements for Cyclic Inelastic Response
(Journal of Structural Engineering-Asce, 2012)
The paper presents studies of the effect of the number of material integration points at the monitored sections of fiber beam-column elements on the local response of typical structural cross sections under an extensive ...
Bending resistance of composite beams with nonductile shear connectors / Nosivost na savijanje spregnutih greda sa neduktilnim moždanicima
(Faculty of Civil Engineeirng, Subotica, 2018)
In this paper, the methods for determination of the bending resistance of composite beams with partial shear connection and nonductile shear connectors, according to Eurocode 4, are studied. The ...
An efficient model for nonlinear analysis of circular CFT columns
(Serbian Society of Mechanics ; Faculty of Mechanical Engineering, University of Belgrade,Belgrade, Belgrade, 2017)
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 ...
Stability analysis of multi-story steel frames subjected to different axial load
(Serbian Society of Mechanics, 2019)
This paper presents a stability analysis of multi-story steel frames in the elastic and elasto-plastic domain. The concept of the tangent modulus theory is applied. Numerical analysis is carried out using FEM where ...
Solving the Situation of Airport Bled by Digital Terrain Modeling Using the Software Package Rinoceros
(Belgrade: Faculty of Architecture in Belgrade; Serbian Society for Geometry and Graphics (SUGIG), 2010)
In the paper, we conducted an examination of topographical
conditions of the airport Bled location, using the digital terrain
modeling. A detailed analysis of the ambience around the airport is
done in relation to natural ...