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Train-induced vibrations: a case study
(13th International Symposium of MASE, Ohrid, Macedonia, 2009)
The paper is discussing a train-induced vibration analysis related to the new railway station “Belgrade-Center” in Prokop. The station is not jet built, but above the station area of approximately 400 x 100 m a huge RC ...
A finite element based on a generalized laminated plate theory / Konačni element zasnovan na Opštoj laminatnoj teoriji ploča
(Fakultet tehnickih nauka-Institut za građevinarstvo, Novi Sad, Građevinski Fakultet Univerziteta u Beogradu, Ministarstvo nauke i zaštite životne sredine republike Srbije, 2005)
In this paper a plate bending element based on Generalized layerwise plate theory (GLPT) is formulated. The finite element accounts for transverse shear deformationa and layer-wise description of in-plane displacement ...
Analiza i kontrola ponašanja čeličnih ramova pri dejstvu zemljotresa / Analysis and Response Control of Steel Frames Subjected to Earthquakes
(2000)
The subject of the thesis is seismic analysis of steel plane frames with nonlinear semi
rigid and eccentric beam-to-column connections. A numerical model that includes both
nonlinear connection behaviour and geometric ...
Bending, free vibrations and buckling of laminated composite and sandwich plates using a layerwise displacement model
(Composite Structures, 2009)
This paper deals with the local-global analysis of laminated composite and sandwich plates using a layerwise displacement model [Reddy JN. A plate bending element based on a generalized laminated plate theory. Int J Numer ...
Absorbers of seismic energy for damaged masonary structures
(Kluwer Academic Publishers, 2006)
A closed form solution using a generalized laminate plate theory / Analitičko rešenje opšte laminatne teorije kompozitnih ploča
(Univerzitet u Novom Sadu - Građevinski fakultet, Subotica, 2005)
In this paper, analytical solutions for static analysis of simply supported composite plates, based on generalized laminate plate theory (GLPT) are presented. The theory accounts for transverse shear deformation and layer ...
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 ...
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 ...
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 ...
Contribution to transient analysis of inelastic steel frames with semi-rigid connections
(Engineering Structures, 2008)
Dynamic behavior of multistory flexibly connected steel frames under earthquake excitations is studied in this paper. The numerical model that simultaneously includes nonlinear connection behavior, member yielding and ...