Projects
PROJECT NAME
PURCHASER / USER
SHORT DESCRIPTION
NOTES
YEAR
Local office Rudna Glava, Blizna, Majdanpek
Final design. Static analysis.
Chief designer
2006
Institute for specialized rehabilitation, Gamzigradska Banja
Final design. Structural diagnostics, rehabilitation, reconstruction. Static analysis.
Chief designer
2006
HOLCIM, Novi Popovac
Expertise. 3D modeling. Static analysis.
Co-author
2005
SUPERNOVA, Niš
Final design. Columns 6 m and 10 m high. Executed.
Chief designer
2005
SMB, Subotica
Nonlinear static analysis, stability analysis.
Author
2004
City of Belgrade - Secretariat of Traffic
Conceptual design. Static analysis. Cantilever length: 8 and 10 m.
Designer
2004
Faculty of Mechanical Engineering Niš
Detailed design. Static analysis. Executed.
Designer
2004
City heating plant, Pirot
Final design. Static analysis. Steel chimney with a height of 30 m, steel construction of the boiler room, reinforced concrete construction of the fuel oil tank and the foundation of the fuel oil tank.
Chief designer
2003
Municipality of Preševo
Static and contact analysis.
Author
2003
Municipality of Preševo
Static analysis. Steel lattice structure with a span of 40 m and a height of 14 m.
Author
2003
Russian Orthodox Church, Belgrade
Static analysis.
Author
2003
LIPA, Pojate
Stress and strain analysis. Steel space truss 30×30 m.
Associate designer
2003
LINDE, SR Nemačka
Technical supervision. Executed.
Supervising authority
2002
HPP ĐERDAP 1, Kladovo
Stress and strain analysis.
Co-author
2002
SO Lebane
Final design
Designer
2002
Yugoslav Army, Tivat
3D modeling. Static contact analysis.
Co-author
2001
NISSAL, Niš
Research and development project. 3D modeling, static analysis.
Author
2000
Seminarski rad – postdiplomske studije na GAF Niš
Study. Linear statics, natural frequencies.
Author
2000
MIN, Niš
Static analysis, detailing. Load capacity of pallets 15 t
Designer
1999
HPP ĐERDAP 1, Kladovo
Static analysis. Tension levers designed as bolts with trapezoidal threads Ø220×32 mm and Ø240×40 mm. The levers provide correct position for the 20 m wide and 22.50 m high lock door leaf, weighing 400 t
Author
1998
JP SRBIJAVODE, Novi Sad
Lock span 24.6 m, with "fish belly" shape. Linear and non-linear static analysis. Rehabilitation and optimization of the structure. Executed.
Chief designer
1998
HPP ĐERDAP 1, Kladovo
Static and contact analysis. Support load: Q=6900 kN. Optimizing the stress state by modifying the geometry of the steel structure. Supervisor: LENGIDROSTALJ, St. Petersburg, Russia.
Co-author
1997
MIN, Niš
3D modeling of complex geometry, static analysis.
Author
1997
Yugoslav Army, Tivat
Static analysis. Aluminum shell structure. Executed.
Author
1995