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Energy efficiency of buildings in Serbia
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2014)
Geometrical Structure Analysis of Four Beijing Olimpic Buildings
(Izgradnja, 2014)
Modelling shape of architectural structure: Elliptic hyperboloid of one sheet
(Institut za arhitekturu i urbanizam Srbije, Beograd, 2014)
The combination of straight lines of constructive elements and curved contours of structural shapes is always challenging in the engineering practice. The 2nd order surface - elliptic hyperboloid of one sheet (ELHY) provides ...
Thermal Analysis of Laminated Composite and Sandwich Plates Using Layerwise Finite Element
(Construction of Unique Buildings and Structures, 2014)
In this paper the quasi static response of laminated composite and sandwich plates subjected to lineary
varaying through the thickness and sinusoidall distributed in plane temperature field, is analyzed. Mathematical
model, ...
Free in-plane vibration of rectangular plates using spectral element method
(European Association for Structural Dynamics, 2014)
The development of the dynamic stiffness matrix for rectangular plate element undergoing in-plane vibration is presented in this paper. Gorman's superposition method is exploited to obtain the solution of the governing ...
Transient analysis of laminated composite and sandwich plates with embedded delaminations using GLPT
(European Association for Structural Dynamics, 2014)
Delamination is the most common damage type of laminar composites. It is of the great importance that perfect bonding between faces and the soft-core of sandwich plate remain intact under different types of dynamic loading. ...
Effect of Base Isolation on Seismic Response of Multi-story buildings - A Case Study
(Univerzitet Crne Gore, Građevinski fakultet, Podgorica, 2014)
Beam theory in spline parametric cooridinate. Part I / Teorija štapa u spline parametarskoj koordinati – deo I
(Građevinski fakultet, Subotica, 2014)
For defining geometry and displacement of arbitrary curved beam in Euclidean E3 space, using simple and rational basis spline, Bernoulli-Euler beam finite element is defined. Because geometry of line structures is exactly ...
Impedance matrix for four adjacent rigid surface foundations
(European Association for Structural Dynamics, 2014)
In this paper, a frequency dependent impedance matrix for four adjacent rigid foundations resting on the viscoelastic halfspace is presented. The frequency dependent impedance matrix is developed using the integral transform ...
Research of long-term behaviour of non-prestressed precast concrete beams made continuous
(Elsevier BV, 2014)
Despite the extensive analytical and numerical research carried out in the last two decades on the long-term behaviour of continuous concrete beams composed of precast units, only limited number of experimental data is ...