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Vertical Vibrations of 3D Structure Caused by Moving Load
(2012)
This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertical moving load, including soil structure interaction. The dynamic system consists of two substructures, the soil and the ...
Traffic-induced vibrations of frame structures
(Canadian Journal of Civil Engineering, 2013)
Using the spectral element method (SEM), a 2-D numerical model of multi-storey frame structures has been developed. The model has been used to predict traffic-induced vibrations of two, six, and twelve-story concrete ...
Dinamička krutost pravougaonog temelja
(13. Kongres Društva građevinskih konstruktera Srbije - DGKS, 2010)
U dinamiþkoj analizi interakcije tla i objekta u frekventnom domenu, primenom metode podstruktura, uticaj tla se zamenjuje dinamiþkom matricom krutosti. Elementi te matrice su kompleksne, frekventno zavisne funkcije, koje ...
Vertical Vibrations of 3D Structure Caused by Moving Load
(Acta Technica Napocensis: Civil Engineering & Architecture, 2012)
This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertical moving load using substructure approach in the frequency domain. The dynamic system consists of two substructures, the ...