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Train-induced vibrations: moving load modelling
(13th International Symposium of MASE, Ohrid, Macedonia, 2009)
In this paper numerical modeling of train induced vibration is presented. The wheel force is modeled with assumption that only static component with constant load shape and constant velocity exists. The dynamic and inertial ...
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 ...
Long-term behavior of precast concrete girder with cast in place deck and diaphragm
(Department of Civil Engineering - Faculty of Tecnical Science, Novi Sad, 2009)
Composite precast-cast in place bridge girders made continuous for live load are very
popular solution for bridges of small to medium spans. In domain of service state of stresses,
material nonlinearity of concrete ...
Specifičnost primene linijskih elemenata pri modeliranju konstrukcija
(Ministarstvo za prostorno uređenje, građevinarstvo i ekologiju Vlade Republike SrpskeArhitektonsko-građevinski fakultet (Banja Luka)Privredna komora Republike SrpskeZavod za izgradnju (Banja Luka), 2008)
Primena računara i mogućnosti savremenog grafičkog interfejsa obezbeđuju jednostavan rad pri formiranju numeričkog modela i analizi rezultata. Karakteristike samog numeričkog modela i konačnih elemenata koji su primenjeni ...
Column Buckling Investigation of Plane Frames
(Serbian Society of Mechanics, 2009)
This paper deals with elastic stability analysis of the plane frame structures. The main aim is to investigate the accuracy of related parts of European and domestic codes for steel and concrete structures. Numerical ...
The dynamic analysis of mill foundation
(YUGOSLAV SOCIETY OF MECHANICS, 2003)
This paper deals with the dynamic analysis of mill foundation in Cement Factory, Beocin (“BFC Lafarge”). The aim of this analysis was to calculate the dynamic properties of foundation system i.e. to estimate the displacements ...