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Приказ резултата 11-20 од 168
Evaluation and comparision recent global geopotential model in Serbia
(Geoconference On Informatics, Geoinformatics and Remote Sensing - Conference Proceedings, Vol II, 2013)
Within this paper the evaluation and comparison test of a series of global geopotential models (GGM) is shown using available terrestrial data from the territory of Serbia. Using the model of European Improved Gravity 6C2 ...
The First Insight into Station Velocities in Republic of Serbia
(Reference Frames for Applications in Geosciences, 2013)
The paper presents preliminary results of coordinate time series analysis in Serbian network of permanent GNSS stations. Analysis methodology is outlined and resulting station velocities are briefly commented. Despite the ...
Examination of the experience of biomorphic form materialized in urban design model
(Springer Verlag, 2019)
This research provides initial examination of the impact that biomorphic forms, implemented in public space as urban design model, has on its potential users. The methods, which were included in this research, was modeling ...
Calibration of the bolt pretension by strain gauges vs. FEA
(MASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, Skopje, Republic of Macedonia, 2015)
When applying high strength bolts in friction connections, in such case a load–bearing capacity depends on a pretension force in the bolts as well as on a friction coefficient found on friction surfaces. It is important ...
Quality control plan for road bridges – Overview of COST Action TU1406 WG3 final report
(IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report, 2019, 2019)
The main objective of the COST Action TU1406 is to develop a guideline for the establishment of Quality Control plans for roadway bridges. The guideline is based on conclusions of Working groups 1 and 2 of the Action and ...
Governing parameter method for numerical integration of constitutive models for clays
(NUMGE 2018, 2018)
Governing Parameter Method (GPM) is robust, accurate and efficient method for stresses calculation from given strains within incremental inelastic analysis. GPM is implicit stress point algorithm and basic step is to express ...
Management of bridges with shallow foundations exposed to local scour
(Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks, 2016)
Structural rehabilitation and stabilization of Smederevo fortress Tower 11
(BULGARIAN ACADEMY OF SCIENCE AND ARTS Scientific Institute for Architecture, Construction and Urban Planning, 2017)
This paper presents the structural rehabilitation and stabilization of Tower 11 of Smederevo fortress. The tower is tilted for about 1.8 m towards its outer edge, that is, towards the surrounding vertical walls that it was ...
Basic kinematic analysis of rock slope using terrestrial 3D laser scanning on the M-22 highroad pilot site
(Taylor & Francis Group, London, 2013)
Terrestrial laser scanning has propelled recent advancements in rock slope engineering. Building models with millions of points to discretize an actual slope has provided resolutions which empower computerbased ...
3D numerical simulation of cross-levee breaching process due to overtopping flow
(CRC Press/Balkema, 2016)
Dike failures due to overtopping flows cause severe damages. For risk management, it is of great importance to understand the mechanism of dike failure and predict flows and sediment transport in the breaching process ...