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Приказ резултата 21-30 од 2036
Torsional buckling of thin-walled beams in presence of bimoment induced by axial loads
(Strojarski Facultet, 2015)
In this paper the influence of the bimoment induced by external axial loads on the elastic torsional buckling of thin-walled beams with open cross-section is studied. The governing differential equations of a deformed ...
Rockfall monitoring and simulation on a rock slope near Ljig in Serbia
(Geological Survey of Slovenia, Ljubljana, 2017)
Height anomalies determined by three different GOCO models
(International Multidisciplinary Scientific GeoConference-SGEM, 2019)
This paperwork is dedicated to the research of the quality of height anomalies derived from the Global Geopotential Models GOCO over the Serbia territory. Three different types of approaches for the same model were considered: ...
Influence of Soil-Structure-Interaction on Nonlinear Time History Seismic Response of RC Frames
(Savez građevinskih inženjera Srbije, Beograd, 2016)
Modern regulations require from engineers to take into account a non-linear behavior and the appearance of plastic hinges in the selected structural elements during the earthquake. Also, regulations more insist on considering ...
Jointed rock mass characterization using field and point-cloud data
(CRC Press/Balkema, 2018)
This research addresses a rockslope on the motorway No. 228, labeled as a 2A category road, according to the official road authority—Public Enterprise Roads of Serbia, which links Prolom Banja with a higher-category road ...
Long-term behavior of composite concrete girders made continuous
(Precast Prestressed Concrete Institute, 2010)
Time-dependent effects play an important role in the design process of concrete structures. In order to predict time-dependant effects in concrete structures, engineers need reliable data for creep and shrinkage properties ...
Elasto-plastic stability calculation of the frame structures using the code ALIN / Elasto-plastična analiza stabilnosti okvirnih nosača pomoću programa ALIN
(Građevinski fakultet, Subotica, 2014)
This paper presents the procedure for stability analysis of frame structures in elasto-plastic domain. This analysis is performed using the code ALIN, developed in the C++ programming language. In this code the stiffness ...
Dynamic analysis of soil-structure system using spectral element method / Динамичка анализа система тло-конструкција применом спектралних елемената.
(Универзитет у Београду, Грађевински факултет, 2013)
3D numerical model for dynamic response analysis of multi-storey frame structuresincluding soil-structure interaction has been developed using the Spectral ElementMethod (SEM). The structure was modeled using the SEM, while ...
Extreme flood reconstruction by using the 3DNet platform for hydrological modelling
(Journal of Hydroinformatics, 2018)
Notwithstanding recent advances in hydrological modelling, flood simulations remain challenging since many processes must be simulated with high computational efficiency. This paper presents a novel geographic information ...
Quality Control Plans for Girder and Frame Bridges
(IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report, 2017)
Infrastructure Managers works every day according to some kind of Quality Control Plan (QCP) in order to ensure a desired quality with minimum traffic interruption balancing cost, risks (implicit or explicit) and performance. ...