CV SCV CG ENGLISH

Curriculum Vitae
1. Family name: Cvetkovic
2. First names: Slobodan
3. Date of birth: 30.08.1943
4. Passport holder: 009399900
5. Residence: Serbia. 11000 Belgrade, Takovska 29
6. Education:
Institution [Date from - Date to] Degree(s) or Diploma(s) obtained:
Belgrade University, Civil Engineering
Faculty 1962 -1967
Structural Diploma Engineer (equal to today Master
degree)
7. Language skills: Indicate competence on a scale of 1 to 5 (1 - excellent; 5 - basic)
Language Reading Speaking Writing
Mother tongue Serbian 1 1 1
English 2 2 2
Russian 3 5 4
Macedonian 4 5 5
8. Membership of professional bodies:
o Serbian Chamber of Engineers (present time), Serbian Association of Structural
Engineers (present time), Korean Association of Civil Engineers (past time), IVBH
(past time), fib (past time)
o Serbian Institute for Standardization – Ex-President of Institute Assembly (past time)
o Head of Serbian Committee for examinations for professional engineers (past time)
o Member of Bridge Committee in Ministry of Transport (past time)
o Professional licences for design (310 0219 03) and construction (410 0030 03) –valid
in Serbia. Both licences also valid for supervision.
9. Other skills: Fully computer literate, familiar with system of Technical Specifications of CSI
10.Present position: Owner and Expert Engineer in C&N Consult
11.Years within the firm: 20 years
12.Key qualifications:
Bridge and structural engineering expert with 45 years of experience in:
12.1. Design & supervision of the structures
• Suspension and cable-stayed steel bridges
• continuous steel beams with box and “open” cross section
• truss steel bridges
• prefabricated and “in situ” constructed concrete bridges
• pre-tensioning and post-tensioning in bridge construction
• design of special bridge bearings
• interaction of the rails and structures
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• Different types of buildings
12.2. Quality assurance – steel, cables, welding, concrete as well as preparation
of technical specifications
12.3. Design and supervision of bridge / building foundations:
• Pile foundations
• Sheet pilling
• Deep pneumatic foundations (supervision of these works is not
allowed to me any more, due to my age)
12.4. Management of construction works
12.5. Familiar with…
• SRPS and all Serbian technical codes
• EUROCODES and EN
• AASHTO, AREA, AWS, AISC
• UBC, ACI, API (structural works)
• BS (mainly about loads, bridges, welding, corrosion protection)
• BPEL 91 (Pre-tensioning & Post-tensioning)
• DIN, DS & TL (mainly about loads, bridges, welding, corrosion protection)
• UIC (mainly bridges and bridge related works)
• Indian Code for Bridges
• Canadian codes (as equivalent to UBC + AISC)
• SNIP, CICIND
• ISO (materials, fatigue, vibrations)
• FIDIC (red & yellow) C&N Consult is a member of ACES - Association of Consulting
Engineers of Serbia
13.Specific experience in the region:
Country Date from - Date to
Montenegro
January 2014 to present
days
Belorussia 2011 – 2012 (with brakes)
Dominican Republic 2013, 2005 - 2006
Republic of Korea 1996 - 2000
Iraq 1979-1989 (with brakes)
Finland 1982 - 1983
Russia 1994 – 1996 (with brakes)
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14.Professional experience
Date
from -
Date to
Location
Company &
reference person1
(name & contact
details)
Position Description
January
2014 to
present
days
Montenegro
iC consulenten
Ziviltechniker,
Schönbrunner
Strase 297, 1120
Wien, Osterreich
T+43152169-0
Team leader
Project: Development of the Main Design for Rehabilitation (Rehabilitation and
Anticorrosive Protection) of 15 Steel Bridges on the Railway Line Vrbnica – Bar,
Montenegro, CONTRACT#EIB‐2005/0625‐25,980(ME)‐QCBS‐CS‐12‐A3.1.2.3 of 26
December 2013
Team leader main duties: Coordination on site inspection and design works, preparation
of the Technical Specifications, Support to the Client in Tendering phase.
2013
Dominican
Republic
Consorcio Estrumet
– IECCA, Edgar
Matamoros
Consultant
Puente Duarte Repair after acquisitive vandalism over main bridge suspension System.
1. Method statement for recovery of forces in damaged ropes – anchor bolts
and rope heads of 19 ropes of 40 were cut and stolen.
2. Design of all tools needed for repair
3. Construction supervision on the site.
2011-
2012
Belorussia
IOOO"Zomex
Investment"
Minsk
Structural
Designer
Застройка в границах пр. Независимости – границы ландшафтно-рекреационной
зоны 85ЛР1 – ул. Ф. Скорины – продолжение ул. Калиновского (проектируемой).
(Маяк Минска)
Structural design with complete calculations, drawings and Technical Specifications
(Shoping centre & Office/hotel buildings – 300 000 sgm)
2008 -
2009
Serbia
Engineering
Dobersek GmbH,
Vorster Strase 493,
D-41169
Monchengladbach
Structural
Designer
Design of all structural works for Ash Disposal System in TEKO Thermal plants – Serbia.
1
Page 3 of 15

Date
from -
Date to
Location
Company &
reference person
(name & contact
details)
2005-
2006
Dominican
Republic
Consorcio Estrumet
– IECCA, Edgar
Matamoros
Consultant
Puente Duarte Rehabilitation Project in Santo Domingo
Main duties:
1. Structural calculation of the suspension bridge with two cable systems – existing
and new with central span of 176 meters
2. Method statement for installation of the new cables
3. Method statement for partial force transfer from existing cables to new cables
4. Construction supervision on the site
The Serbian Expert Team got a annual award for engineering achievements for the
design and execution of this bridge from Serbian Association of Structural Engineers.
2005 Serbia
Mostogradnja,
Belgrade
Branko Knezevic,
general manager
Co-Leader of
design team
New Beska Bridge over Danube in “design & build” system - offer
1. Preliminary design of 2.3 km long bridge with central span of 210 meters – 2
alternatives (steel bridge with orthotropic deck and composite bridge structure with
post-tensioned concrete deck)
2. Technical specifications for major works
3. Risk management
2003
-2004
Montenegro
Mostogradnja,
Belgrade
Branko Knezevic,
general manager
Leader of
design team
Suspension Pedestrian Bridge over Lim River in Bjelo Polje
1. Leader of the design team for the suspension bridge with steel girders and
prefabricated concrete deck - main span 54 meters
2. Checking of detail drawings
3. Design of bridge assembly: method, phases, temporary facilities
4. Quality assurance consultancy
August
2003 to
October
2003
Serbia Kampsax Local Expert Institutional Capacity Building in Transport Sector in Serbia
Client: European Agency for Reconstruction (EAR)
June
2002 -
2003
Serbia Mostprojekt Expert
Engineer -
Consultant
Repair of highway bridge over Sava River in Ostruznica
The highway bridge over Sava Diver I designed in early ‘90ties. It was continuous steel
box girder with main span of 198 meters, with total length of 589.7 meters. The bridge
was heavily damaged during NATO bombing in 1999. My role was:
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Date
from -
Date to
Location
Company &
reference person
(name & contact
details)
1. Inspection of bridge debris and remaining spans
2. Evaluation of damages, decision what should be repaired, what to be replaced
with new steel superstructure
3. Basis of the repair methods
4. Checking the structural calculations of the bridge repair phases
5. Preparation of the technical specifications
April
2003 to
August
2003
Serbia C&N Consult Expert
Engineer
Technical Specifications for Maintenance of the Bridges
Client: European Agency for Reconstruction and Road Directorate of
Republic Serbia
2002
with
interrupti
ons
Serbia Mostprojekt
Local Expert Member of COWI / MOSTPROJEKT team
Danube River – Debris Cleaning, Client: Danube Commission
During NATO bombing in 1999, all three bridges over Danube River in Novi Sad were
destroyed: Sloboda Bridge (cable Stayed), Petrovaradin Bridge (Steel truss) and Zezelj
Bridge (concrete arches with railway and motorway).
1. Taking part in investigation for Petrovaradin and Zezelj bridge
2. Debris inspection (Petrovaradin and Zezelj bridge)
3. Contact with federal and local authorities
4. Design for debris removing (Petrovaradin Bridge)
5. Participation in design for debris removing (Zezelj Bridge)
6. Participation in tender preparation (red FIDIC)
Aug
1996 to
Dec
2000
South Korea DE Consult Bridge
supervision
Engineer
High Speed Rail Construction – Section 3
Client: KHRC (Korea High-speed Rail Construction)
Sectio Section 3 of the Korea High Speed Rail Construction starts at km 63+200 and ends at km
82+009, with total length of 18809 meters. The 12387 meters of alignment is on the 6 bridges –
66% of the section length. The bridges were built using three different construction methods: FSM,
MSS and PSM.
PSM (Pre-cast Span Method) was used for 9175 meters of the total bridge length or 74%,
Page 5 of 15

Date
from -
Date to
Location
Company &
reference person
(name & contact
details)
FSM (Full Staging Method) was used for 2022 meters of the total bridge length or 16%.
MSS (Movable Scaffolding System) was used for 1190 meters of the total bridge length or
10%.
The PSM bridges were built with pre-fabricated + pre-tensioned ~24.5 meters units (367
bridge pre-cast units were produced), which were connected at the site to form 2 x 25 m.
or 3 x 25 m. continuous beams. The continuity was done with cast-in-situ concrete + post-
tensioning. Every 36 hours one bridge unit (620 tons weight) was prefabricated,
transported and assembled, immediately ready to take a load from new incoming unit.
The concrete for FSM and MSS bridges were placed in-situ in plywood or steel form, post-
tensioning was done in 2 (FSM) or 4(MSS) stages.
My responsibilities in the Section 3 were:
1. Supervision engineer responsible for all structures in Section 3. Beside a.m.
bridges, there were two overpasses and one tunnel built by “cut & cover” method.
Head of team composed of local engineers.
2. Checking detail structural drawings
3. Implementation of the PSM method – it was first time that this method was used
for railway bridges.
4. Responsible supervisor engineer for all pre-tensioning and post-tensioning and
related works. Head of team composed of local engineers.
5. Evaluation of the mix design results.
6. All supervision works were done under rules of World Bank.
7. Education of the engineers of our local partner as well as the Client’s engineers.
1993 to
Feb
1994
Serbia Mostprojekt Main Design
Engineer
Bridge over Sava River in Obrenovac, Serbia
Approximately 20 kilometres upstream Sava River, the huge complex of thermal power
plants is located on the right bank of the river. The Belgrade authorities had a plan to use
waste thermal energy in order to add capacities to the thermal plants that deliver hot
water for central heating. Under political pressure, MOSTPROJEKT got task to design and
construct bridge in very short time - bridge has to carry 4 pipes (1000 mm) with hot
Page 6 of 15

Date
from -
Date to
Location
Company &
reference person
(name & contact
details)
water + one-line service road with central spans 100 + 140 meters. Practically, drawings
were directly from the drawing tables sent to the site – design and construction were
almost parallel. The bridge was designed as steel truss composed of uniform elements.
My role was:
1. Leader of designing team
2. Coordination with mechanical engineers responsible for pipelines outside the
bridge.
3. Structural calculation of the bridge superstructure and pipelines.
4. Structural calculation of the interaction of the bridge and pipelines
5. Consulting engineer for construction
1989 -
1992
Serbia Mostprojekt Main Design
Engineer
Highway Bridge over Sava River in Ostruznica, Serbia
Client: Road Directorate of Republic Serbia
The Highway Bridge over Sava River in Ostruznica is a part of Belgrade bypass. The total
length of the bridge is 587.9 meters, with central span of 198 meters, steel box cross
section with orthotropic deck. The foundations were designed to carry twin bridge
superstructures – only one superstructure was built due to expected traffic volume. The
bridge was heavily damaged during NATO bombing in 1999. My role was:
1. Team leader for Preliminary Design
2. Team leader for Main Design, together with detail and shop drawings
3. Technical specifications
4. Construction method (free cantilever) and structural calculations for erection
phases
The Designers Team (S.Cvetkovic & D.Dragojevic) got a annual award for engineering
achievements for the design of this bridge from Serbian Association of Structural
Engineers.
1991 Serbia Mostprojekt Main Design
Engineer
Deck rehabilitation on the Railway-Motorway Bridge over Velika Morava in
Ljubicevo
This bridge is one of the oldest railway bridges in Serbia. Main bridge girders are trusses
in Gerber hinge system. Tracks are on wooden sleepers as “open” deck. Motorway
Page 7 of 15

Date
from -
Date to
Location
Company &
reference person
(name & contact
details)
wooden deck was lately added among and beside railway tracks. Main Client request was
to have minimal disturbance of existing traffic during reconstruction works.
New bridge deck was composed of long steel sleepers that carried steel motorway deck
too. The new railway expansion joint was also designed and it’s location was determined
according interaction bridge – railway tracks.
1987 -
1989
Serbia Mostprojekt Senior
Design
Engineer
Motorway Bridge over Gazivode Lake, Serbia
The bridge is combination of the steel structure (central span) and concrete approach
spans. The steel bridge is two hinge arch (truss) with composite deck. Bridge length is
323.65 meters with 195 m. span of steel arch. The bridge was assembled using cable
stayed cantilever method. This bridge was constructed on lump-sum basis in consortium
MOSTOGRADNJA-MOSTPROJEKT. My role was:
1. Leader of the design team – structural calculations and shop drawings
2. Erection method
3. Consulting engineer in shop fabrication and site assembly
1986 Serbia Mostprojekt
Senior
Design
Engineer
Railway Bridge over Tamis River in Secanj
Existing railway bridge was built in 1889 – it was in very poor condition, with elements that
could not fulfil requests of traffic. Bridge length was 254 m, with short spans even in river
bed – bridge piers were damaged from ice pressure. Client request was to keep existing
aligment and to have minimal disturbance of existing traffic during new bridge construction
works.
The new bridge kept the same spans (plate girders with spans of 20.50 m. and 21.90) as
existing bridge, with exception of the river bed where steel truss with 61.32 m. span was
designed. Railway tracks were designed as “open” with wooden sleepers. The new bridge
piers consisted of 2 / 4 piles dia 1.5 meters and concrete transversal beam. These beams
had 5.00 m. cantilevers all placed on same side of existing bridge. All new concrete works
were done without disturbance of the traffic. The new steel bridges were temporary
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Date
from -
Date to
Location
Company &
reference person
(name & contact
details)
completed on the piers’ cantilevers together with sleepers and rails. Under the short traffic
brakes, one by one existing bridge span was removed and new bridge was moved in final
position.
1974 -
1979
Serbia Mostprojekt Design
Engineer
Double-track Railway Bridge over Sava River in Belgrade
Client: New Belgrade Railway Junction Directorate
The bridge was built as cable stayed structure with central span of 254 meters. Total
bridge length is 567 meters. The stay cables are located in two planes, on each side of
the railway deck. The bridge cross section is consisted of two steel box girders connected
with steel railway deck. Bridge foundations for the main span were designed and
constructed as pneumatic foundations (26 meters under water level), other foundations on
large diameter bored piles. My role was:
1. Member of the Main Designers Team - N.Hajdin, Lj.Jevtovic, S.Cvetkovic, V.Matic
2. Mostprojekt team leader for structural calculations, detailed and shop drawings
3. Design of the bridge & railway expansion joint with movements +/- 350 mm.
4. Design of the special bridge bearings.
5. Quality assurance engineer during the construction – inspection and acceptance of
the steel material in rolling mills, wires for stay cables
The Main Designers Team got a annual award for engineering achievements for the
design of this bridge from Yugoslav Association of Structural Engineers.
1983
-1994
Serbia Different companies Design
Leader
Engineer
The inspection and rehabilitation of Railway/Highway Bridge over Velika Morava River
near Ljubicevo. This bridge was built in last decade of XIX century.
The inspection and Rehabilitation of the Bridge GAZELA
The inspection of more than hundred bridges on the motorways in Serbia
Page 9 of 15

Date
from -
Date to
Location
Company &
reference person
(name & contact
details)
The inspection of Double-Track Railway Bridge in Belgrade
The one of the authors (N.Hajdin – S.Cvetkovic) of the Preliminary Design of the new
Railway Station in Belgrade (Prokop)
The one of the authors (N.Hajdin – S.Cvetkovic) of the Preliminary Design for movable
railway bridges crossin Danube and Sava. The bridges were formed with tanker barges.
Member of authors team for Main Structural Design of new building for RTS in
Aberdareva street in Belgrade.
Main structural designer oh Residentual buildings in MZ Janko Lisjak in Belgrade
Main structural designer (togather with V.Matic) for new ”Komandno-operativni centar sa
heliodromom” u Beogradu. All structural elements were designed as using MERO space
truss system.
Method statement for repair of the hot-welding-cracks on the main girder of the top Grid
beams of Boiler suppurting tower in TETO Nikola Tesla B.
Consulting and part of the design for TE TO Kolubara B – Hajdin – Dunica – Kolundžija –
Cvetković: Main building and Boiler supporting towers. We worked as a part of ABB team.
Project 1100 in Iraq. Resonsible engineer for all steel structures.čeličnih konstrukcija.
Other Responsible
Designer Dozen hangars for airplane and helicopter repairs with spans to 72 meters. In the
hangars was designed the system with over-head cranes and their supporting beams.
The original solution for crane rails which compensate deformations if the roof structure
together with hinged crane beam that covers the whole hangar area.
Page 10 of 15

Date
from -
Date to
Location
Company &
reference person
(name & contact
details)
Special doors and built-in steel form for aircraft shelters. .
Few water tanks with capacity 100 – 350 m3. Method statement for self-climbing of the
tanks.
Few passive reflectors with area of 10 – 60 m2 for telecommunications. Method statement
for fabrication due to very narrow tolerances in planarity.
Dozen industrial buildings as GOSA FOP, GOSA Equipment, “Nasa skola” in Obrenovac,
few buildings on different locations in Kosovo.
Silo-Battery for cement storage cement capacity 3000 tons (Cvetković – Dunica –
Kolundžija) built in Misurata – Libya
Multi-chamber silo for aggregates in concrete plants. (Cvetković – Matić)
Structural design of dozen buildings in Belgrade and Russia – Arhitectual designs by DIA
Lisicic and DIA Predrag Janic.
Structural design of AGROPREMA building in Novi Beograd (Dunica, Kolundzija,
Cvetkovic)
Dozen antenna towers and masts for telecominacations, TV, Ministry of defence and
Ministry of Internal Affairs – Cviljen, Tupiznica, Ovcar, Deli Jovan, .....
Design of special equipment for TV and Film studios: TV Zagrab, TV sSarajevo, TV
Titograd, Jadran film, concert hall INA in Zagreb, ...
Stadium for Ice-hockey in Trencin, Slovakia. (Cvetković – Đudurović)
Unfortunately, I did not keep evidence of all my proffessional work, so I am not able to
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Date
from -
Date to
Location
Company &
reference person
(name & contact
details)
list all my contributions to the structural engineering.
15.Other relevant information (eg., Publications)
BIBLIOGRAPHY
Main papers and engineering contributions are listed as follows:
1. N.Hajdin, S.Cvetkovic, V.Matic: Solucion Conceptual Del Puente de Transporte Ferroviario Y el de Carretera Sobre El Orinoco en Venezuela, 1988
2. N.Hajdin, S.Cvetkovic, B.Stipanic: Kama River Bridge, Tatarstan, Rusia, preliminary design – 1992
3. S.Cvetkovic, S.Vukovic: The Bridge over Cetina River near Omis -conceptual design – 3rd
price at competition for bridge solution
4. S.Cvetkovic, S.Mojsilovic: Conceptual Designs of The Subway/Motorway Bridge over Sava River and Ada Ciganlija in Belgrade – ordered by Belgrade
City Council
5. S.Cvetkovic, S.Mojsilovic: Conceptual Designs of The Subway/Motorway Bridge over Sava River near Business Faculty in Belgrade – ordered by
Belgrade City Council
6. S.Cvetkovic, P.Janjic: The Bridge over Nisava River in the town Nis - Conceptual design
7. Civil Engineering Manual “TEHNICAR” – part: Steel and Composite Bridges, edition 1989
8. D.Dragojevic, S.Cvetkovic: Reconstruction of The Existing Masts and Towers due to Increasing Demands for Radio and TV Broadcasting) – V
kongres JDGK, Budva 1974
9. S.Cvetkovic: Assembling of UHF Antennas on the Existing Towers and Masts - publication Izgradnja br.3 / 75
Page 12 of 15

10. B.Todorovic, S.Cvetkovic: Rehabilitation of Sava River Motorway Bridge in Belgrade – Konferencija JDGK, Cavtat 1976
11. S.Cvetkovic: Antenna Tower Deli-Jovan - publication Izgradnja br.3 / 77
12. S.Cvetkovic, V.Matic: Standard Steel Pedestrian Bridge - VI kongres JDGK, Bled 1978
13. N.Hajdin. Lj.Jevtovic, S.Cvetkovic, V.Matic: New Double-Truck Railway Bridge over Sava River in Belgrade - VI kongres JDGK, Bled 1978
14. S.Cvetkovic, R.Djudurovic: Ice Hockey Stadium in Trencin, Slovakia - VI kongres JDGK, Bled 1978
15. S.Cvetkovic, V.Matic: Space Truss Systems in Buildings – Savetovanje Tehnologija i organizacija gradjenja sa aspekta produktivnosti rada sa
prikazom izvedenih objekata, Tara 1979
16. S.Cvetkovic, V.Matic: High-Strength Anchor Bolts – Simpozijum o inovaciji jugoslovenskih propisa za betonske, metalne i spregnute konstrukcije,
Trogir 1980
17. N.Hajdin. Lj.Jevtovic, S.Cvetkovic, V.Matic: New Double-Truck Railway Bridge over Sava River in Belgrade – publication Izgradnja, br. 11 / 1981
18. S.Cvetkovic, V.Matic: New Codes for Stability of The Steel Structures – Commentary - publication Izgradnja br.1 / 82
19. B.Kolundzija, S.Dunica, S.Cvetkovic: Load Capacity Diagrams for Linear Elements in The Steel Structures) – publication Izgradnja br.4 / 82
20. S.Cvetkovic: Crane Runways – VII kongres SDGKJ, Cavtat 1983
21. V.Matic, S.Cvetkovic: FOP Shop Building - VII kongres SDGKJ, Cavtat 1983
22. S.Cvetkovic, B.Stipanic, R.Budjevac: Sport Complex in Tuzla – Structural Steelwork - VII kongres SDGKJ, Cavtat 1983
23. S.Cvetkovic, V.Matic, B.Kolundzija: 4 Cell Gravel Silo in B/P - VII kongres SDGKJ, Cavtat 1983
24. B.Kolundzija, S..Dunica, S.Cvetkovic: Implementation of The Plastic Theory in Structural Steel Design –Conference Celicne konstrukcije danas,
Beograd 1983
25. D.Dragojevic, A.Bojovic, S.Cvetkovic: Mostprojekt Proposal for Impruvement of Yugoslav Standards for Steel Structures – Conference Celicne
konstrukcije danas, Beograd 1983
Page 13 of 15

26. D.Arbajter, S.Cvetkovic: Automatization of The Structural Steel Design – I kongres DGKS, Vrnjacka Banja 1986
27. S.Cvetkovic, S.Dunica, B.Kolundzija: Special Two-Wings Door – International Conference on Steel Structures, Budva 1986
28. S.Cvetkovic, S.Kolundzija: Aircraft Hangars – Simpozijum, Dubrovnik 1985
29. S.Cvetkovic: CAD Application in domestic surrounding - publication Izgradnja br.5 / 86
30. N.Hajdin, S.Cvetkovic: Some Yugoslav Experiences in Design and Construction of Long-Span Bridges – International Conference Steel & Aluminum
Structures, Cardif 1987
31. S.Cvetkovic, S..Dunica, B.Kolundzija: Fatigue of The Railway Stringers on The Truss Bridges – VIII kongres SDGKJ, Cavtat 1987
32. S.Cvetkovic: New Technologies in Lighting in TV and Film Studious and Their Influence to The Structure – Simpozijum SDGKJ, Dubrovnik 1989
33. S.Cvetkovc: Examples of Unusual Bridge Solutions – IX kongres SDGKJ, Cavtat 1991
34. M.Purkovic, S.Cvetkovic: Automatic Calculation of The Load Bearing Capacity for The Steel Bridge Box Cross Sections – II kongres DGKS,
Arandjelovac 1992
35. R.Radicevic, S.Cvetkovic: Some Problems During Service Life of Gazela Bridge - II kongres DGKS, Arandjelovac 1992
36. Lukovic, S.Cvetkovic: The Railway and Roadway Bridge Over Danube River – International Conference Bridges on The Danube, Vienna, Bratislava,
Budapest 1992
37. S.Cvetkovic, R.Radicevic: Belgrade Bridges - Some Maintenance Experiances – The Second Romanian International Conference for Bridges over
Danube, Bucharest 1995
38. N.Hajdin, S.Cvetkovic, S.Mojsilovic: New Railway Bridge in Belgrade - International Symposium Belgrade Railway Junction Project – Design and
Construction, Belgrade 1995
39. S.Cvetkovic: Postensionig with TESIT System - publication Izgradnja br.9 / 2001
40. Zoran Joksovic, Slobodan Cvetkovic: HIGHSPEED RAILWAY BRIDGE CONSTRUCTION IN FSM / MSS - 5th
International Conference on Bridges
across the Danube 2004 “Bridges in Danube Basin”, Novi Sad, June 24th
– 26th
.
Page 14 of 15

41. Slobodan Cvetkovic: Construction of The Railway Bridges Using PSM Method - 5th
International Conference on Bridges across the Danube 2004
“Bridges in Danube Basin”, Novi Sad, June 24th
– 26th
.
42. Radomir Radicevic, Slobodan Cvetkovic : Reconstruction of the Highway Bridge over Sava River near Ostruznica - 5th
International Conference on
Bridges across the Danube 2004 “Bridges in Danube Basin”, Novi Sad, June 24th
– 26th
.
43. Slobodan Cvetkovic, Slavica Bjelica, Branislav Kolundzija: Pedestrian Bridge over Lim River in Bjelo Polje, Annual meeting of Yugoslav Structural
Engineers’ Assosiation, Vrnjacka Banja 2004.
44. Slobodan Cvetkovic, Stanislav Kolundzija, Branislav Kolundzija:
Puente Duarte Rehabilitation Project in Santo Domingo, Annual meeting of Yugoslav Structural Engineers’ Assosiation, Zlatibor 2008.
45. Slobodan Cvetkovic: Vandalism over Bridges, International conference: Evaluation of state, Maintenance and Repair of Structures and Settlements –
Bor 2013
This CV is a true and correct summary of Name, Educational, Qualification and Professional activities.
Slobodan Cvetkovic
Page 15 of 15

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