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Static and kinematic height limit of vertical slope
(Serbian Society of Mechanics, Belgrade, 2011)
In the present paper static and kinematic limit of vertical slope has been analyzed. An overview of literature is given. It is well know from Drucker-Prager paper (1952) that lower bound (static) is H=2c/γ where c and γ ...
Von Karman Nonlinear Theory of Composite Plates
(Serbian Society of Mechanics, Belgrade, 2011)
The von Karman plate theory is used to analyze geometrically nonlinear small strain, large deflection response of composite laminated plates. The 3D elasticity equations are reduced to 2D problem using kinematical assumptions ...
Geotehnički uslovi sanacije Doma Narodne skupštine u Beogradu
(Savez građevinskih inženjera Srbije, 2011)
Dom Narodne Skupštine je jedan od naših najznačajnijih spomenika kulture, na kome su uočena brojna oštećenja pojedinih elemenata konstrukcije i koji, po sadašnjim propisima, ne ispunjava uslove potrebne za dinamičku ...
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 ...
Effects of Creep and Shrinkage on Deflections of Continuous Composite Beams
(Proceedings of Abstracts IConSSM 2011, The 3rd International Congress of Serbian Society of Mechanics, Vlasina lake, Serbia, 5-8 July 2011, 2011)
Creep and shrinkage of concrete affect the behavior of steel-concrete composite
beams and should be taken into account in the analysis of these structures. A number of
methods which have different level of accuracy are ...
Geometrically Nonlinear Analysis of Composite Plates Using Layerwise Displacement Model
(Faculty of Engineering, University of Porto, Portugal, 2011)
The low mass density and the high tensile strength, usually expressed through the specific modulus of elasticity and the specific strength, have made composite materials lighter and stronger compared with most traditional ...
Analysis of Traffic Induced Building Vibrations Using Spectral Element Method
(Third Serbian (28th Yu) Congress on Theoretical and Applied Mechanics, 2011)
In this paper, the effects of traffic induced ground vibrations on the three frame buildings of different
height are analyzed. The structures are subjected to horizontal and vertical ground vibrations which were measured
in ...
Resistance of Composite Column to Compression and Bending
(Proceedings of the 14th International Symposium of MASE, Struga, Makedonija, 28. septembar 2018, 2011)
Design of the composite steel-concrete columns subjected to compression and bending, according to Eurocode
4, is shown in the paper. The effects of imperfections in the axial compression are taken into account
indirectly ...
Long-term behavior of composite concrete girders made continuous
(MASE, 2011)
Time-dependent effects are significant for the design of range of concrete structures. Reliable data for creep and shrinkage properties of concrete and analytical procedures are needed to account for these effects. A number ...
Application of Integral Transform Method to Calculate Impedance Functions
(Third Serbian (28th Yu) Congress on Theoretical and Applied Mechanics, 2011)
To solve vibration problems of structure founded on the soil, the dynamic
behavior of the soil needs to be understood and an accurate dynamic stiffness model of the
soil has to be developed. Frequency dependent dynamic ...