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Comparative seismic analysis of RC buildings under influence of soil-structure interaction
(Savez građevinskih inženjera Srbije, Beograd, 2014)
In this paper the effects of soil-structure interaction (SSI) on reinforced concrete (RC) buildings are analyzed. The dynamic analysis was carried out for two buildings of different heights, founded on three different types ...
Uticaj lokalnih uslova na oscilacije tla pri seizmičkoj pobudi
(Savez građevinskih inženjera Srbije, Beograd, 2014)
Small strain stiffness of soil / Krutost tla pri malim deformacijama
(Društvo građevinskih konstruktera, Beograd, 2014)
Soil stiffness determination in the area of very small and small deformation is a key factor for the rational design and prediction of soil behaviour both in static and dynamic load. This paper presents an overview of ...
Dynamic ground response analysis along future Belgrade metro line / Dinamički odgovor podloge duž trase buduće linije beogradskog metroa
(Međunarodna konferencija Savremena dostignuća u građevinarstvu 25Zbornik radova Građevinskog fakulteta, 2014)
Landslide Susceptibility Analysis of Belgrade City Area
(Cham: Springer International Publishing, 2014)
Influence of soil-structure interaction on the seismic response of RC buildings
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
In this paper the effects of the soil-structure interaction (SSI) on dynamic response of reinforced-concrete (RC) buildings of different heights are analyzed. Two 3D numerical models of 5 and 10-storey reinforced-concrete ...
Identifikacija parametara modifikovanog Cam-Clay materijalnog modela primenom MKE,
(Građevinski fakultet, Univerzitet Crne Gore, Podgorica, 2014)
Systematization of Geotechnical Parameters of Some Belgrade Sediments in GIS Environment
(Društvo za geotehnika na Makedonija, Skopje, 2014)
Assessment of settlement analysis methods based on the monitoring of building located in New Belgrade / Ocena metoda za proračun sleganja na osnovu geodetskog monitoringa na izvedenom objektu na Novom Beogradu
(Društvo građevinskih konstruktera, Beograd, 2014)
This paper provides an assessment of empirical correlations between soil deformation parameters and tip resistance of cone penetrometer test (CPT), by comparing calculated settlements of an object on the rigid foundation ...
Stability of granular material during elasto-plastic deformation / Stabilnost granularnog materijala u toku elasto-plastične deformacije
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
Numerical method in determining critical stress in granular material using algorithm for different loading paths is presented. The constitutive relationships of the hierarchical single surface (HISS) model were used to ...