Претраживање
Приказ резултата 21-30 од 554
Transient Response of Cross-Ply Laminated Composite Plates
(Faculty of Civil Engineering and Architecture (Niš), 2012)
This paper describes the transient response of cross-ply laminated composite plates. Possibility of achieving the transient response of cross-ply composites by the use of Reddy’s generalized laminated plate theory (GLPT) ...
Vertical Vibrations of Rectangular Flexible Foundation on Viscoelastic Halfspace
(Scientific Journal of Civil Engineering (SJCE), 2019)
This paper presents a novel method, ITM- DSM, for the soil-foundation interaction problems analysis. It is a semi-numerical method based on the coupling of the Integral Transform Method (ITM) and the Dynamic Stiffness ...
Re-use of historic buildings and energy refurbishment analysis via building performance simulation a case study
(Univerzitet u Beogradu - Institut za nuklearne nauke Vinča, Beograd, 2018)
This paper analyses the possibility to apply energy refurbishment measures in restored historic buildings in order to ensure reuse. The objective of the paper is to provide an appropriate methodology for the structural ...
Fracture of reinforced concrete beams subjected to three point bending
(International Journal of Damage Mechanics, 2003)
The present paper investigates deformation of three point bent reinforced concrete (RC) beams analytically (using fracture mechanics), computationally (using finite element method) and experimentally. As the applied force ...
Effects of mechanical uncertainties on dynamic properties of cross-laminated timber floors
(European Association for Structural Dynamics, 2020)
This paper investigates the effects of material properties (mass density, elastic and shear moduli) on dynamic properties of simply-supported CLT floors (natural frequencies, mode shapes and modal mass). Uncertainty ...
Box beams with deformable cross section and rigid cross frames / Sandučasti nosači sa deformabilnim poprečnim presekom i krutim dijafragmama
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2005)
In this paper the Influence of cross frames and wall thickness un the state of stress in box girders with deformable cross section is considered. It is shown how a relatively simple calculation model can be established ...
A simple solution for a crack reinforced by bands
(Engineering Fracture Mechanics, 1989)
The paper represents a simple approximate solution for a crack reinforced by elastic bands (springs). The obtained results for the stress intensity factor are compared with the exact solutions for the case of infinitely ...
New procedure for dynamic structural reanalysis
(Latest Trends On Engineering Mechanics, Structures, Engineering Geology, 2010)
The methods of structural dynamic modification, especially those with their roots in finite element models, have often been described as reanalysis. The present paper deals with the problem of improving of dynamic ...
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 ...
Damage control and repair for security of buildings
(Security and Reliability of Damaged Structures and Defective Materials, 2009)
Civil engineering objects, especially buildings, suffer the damage and failure tinder earthquake. Invented DC Damper System can increase the resistance and strengthen the construction, enabling tougher behaviour under ...