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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)
A novel approach in numerical simulation of contaminant removal by air sparging
(Water Science and Technology: Water Supply, 2007)
The paper presents a mechanistic/deterministic model for simulation of mass removal during air sparging. From the point of numerical modeling, there are two issues considering air sparging: modeling of air flow and ...
Laminar composite materials damage monitoring by embedded optical fibers
(Kluwer Academic Publishers, 2006)
Estimation of vertical accuracy of digital terrain model FABDEM on the territory of the republic of Serbia
(SGEM, 51 Alexander Malinov blvd, Sofia, 1712, Bulgaria, 2022)
In 2004, a digital terrain model (DTM) was created in Serbia. It was obtained by vectorizing isohypses on topographic maps with a scale of 1: 25000. The resolution of the digital model of Serbia is 30 m, and the vertical ...
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 ...
Investigation of the seismic behaviour of structural and non-structural components in industrial facilities by means of shaking table tests
(SEDIF 2020 – 2nd International Conference on Seismic Design of Industrial Facilities, 2020)
Industrial facilities consist of the primary load-carrying structure and various process engineering components (secondary structures), which under seismic loading, may exhibit significant damage that may threaten their ...