Nikolić, Dušan

Link to this page

Authority KeyName Variants
1fc330df-3e99-4a76-8f36-cd25c7b4f251
  • Nikolić, Dušan (3)
Projects

Author's Bibliography

Rešenje fundiranja južne tribine stadiona "TSC" u Bačkoj Topoli

Marjanović, Miloš; Nikolić, Danko; Vukićević, Mirjana; Nikolić, Dušan

(2021)

TY  - CONF
AU  - Marjanović, Miloš
AU  - Nikolić, Danko
AU  - Vukićević, Mirjana
AU  - Nikolić, Dušan
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2550
AB  - U radu je opisano rešenje fundiranja južne tribine stadiona FK "TSC" u Bačkoj Topoli.
Razmatrana su varijantna rešenja plitkog fundiranja na temeljnim trakama i temeljnoj ploči,
sa posebnim osvrtom na proračun sleganja temelja na deformabilnoj podlozi. Proračun
sleganja je izvršen u iterativnom postupku, primenom sopstvenih računarskih programa i uz
uzimanje u obzir interakcije tla i konstrukcije. Dobijeni rezultati proračuna su upoređeni sa
rezultatima geodetskog osmatranja. Istaknuti su nedostaci Vinklerovog modela i date su
preporuke za numeričku analizu sleganja plitkih temelja u inženjerskoj praksi.
AB  - This paper describes the foundations solution of the south stand of the FC "TSC" stadium in
Bačka Topola. Variant solutions (strip foundations and raft foundation) are considered, with
special emphasis on the calculation of foundation settlements on a deformable base. The
settlements calculation was performed in an iterative procedure, using own computer
programs and considering the soil-structure interaction. The obtained results are compared
with the results of geodetic monitoring of the structure. The shortcomings of the Winkler
model are highlighted and recommendations for numerical analysis of the foundations'
settlements in engineering practice are given
C3  - Zbornik radova međunarodnog naučno-stručnog savetovanja "Zemljotresno inženjerstvo i Geotehnički aspekti građevinarstva"
T1  - Rešenje fundiranja južne tribine stadiona "TSC" u Bačkoj Topoli
VL  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2550
ER  - 
@conference{
author = "Marjanović, Miloš and Nikolić, Danko and Vukićević, Mirjana and Nikolić, Dušan",
year = "2021",
abstract = "U radu je opisano rešenje fundiranja južne tribine stadiona FK "TSC" u Bačkoj Topoli.
Razmatrana su varijantna rešenja plitkog fundiranja na temeljnim trakama i temeljnoj ploči,
sa posebnim osvrtom na proračun sleganja temelja na deformabilnoj podlozi. Proračun
sleganja je izvršen u iterativnom postupku, primenom sopstvenih računarskih programa i uz
uzimanje u obzir interakcije tla i konstrukcije. Dobijeni rezultati proračuna su upoređeni sa
rezultatima geodetskog osmatranja. Istaknuti su nedostaci Vinklerovog modela i date su
preporuke za numeričku analizu sleganja plitkih temelja u inženjerskoj praksi., This paper describes the foundations solution of the south stand of the FC "TSC" stadium in
Bačka Topola. Variant solutions (strip foundations and raft foundation) are considered, with
special emphasis on the calculation of foundation settlements on a deformable base. The
settlements calculation was performed in an iterative procedure, using own computer
programs and considering the soil-structure interaction. The obtained results are compared
with the results of geodetic monitoring of the structure. The shortcomings of the Winkler
model are highlighted and recommendations for numerical analysis of the foundations'
settlements in engineering practice are given",
journal = "Zbornik radova međunarodnog naučno-stručnog savetovanja "Zemljotresno inženjerstvo i Geotehnički aspekti građevinarstva"",
title = "Rešenje fundiranja južne tribine stadiona "TSC" u Bačkoj Topoli",
volume = "1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2550"
}
Marjanović, M., Nikolić, D., Vukićević, M.,& Nikolić, D.. (2021). Rešenje fundiranja južne tribine stadiona "TSC" u Bačkoj Topoli. in Zbornik radova međunarodnog naučno-stručnog savetovanja "Zemljotresno inženjerstvo i Geotehnički aspekti građevinarstva", 1.
https://hdl.handle.net/21.15107/rcub_grafar_2550
Marjanović M, Nikolić D, Vukićević M, Nikolić D. Rešenje fundiranja južne tribine stadiona "TSC" u Bačkoj Topoli. in Zbornik radova međunarodnog naučno-stručnog savetovanja "Zemljotresno inženjerstvo i Geotehnički aspekti građevinarstva". 2021;1.
https://hdl.handle.net/21.15107/rcub_grafar_2550 .
Marjanović, Miloš, Nikolić, Danko, Vukićević, Mirjana, Nikolić, Dušan, "Rešenje fundiranja južne tribine stadiona "TSC" u Bačkoj Topoli" in Zbornik radova međunarodnog naučno-stručnog savetovanja "Zemljotresno inženjerstvo i Geotehnički aspekti građevinarstva", 1 (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2550 .

3D approach in airport location studies

Gavran, Dejan; Nikolić, Dušan; Milićević, Sanja; Ilić, Vladan; Medenica, Vasilije; Vučković, Aleksandar

(Sarajevo: Society for development of teaching and business processes in new net environment in B&H, 2013)

TY  - JOUR
AU  - Gavran, Dejan
AU  - Nikolić, Dušan
AU  - Milićević, Sanja
AU  - Ilić, Vladan
AU  - Medenica, Vasilije
AU  - Vučković, Aleksandar
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2308
AB  - The article presents the use of advanced 3D
techniques in airport location studies. Though
specific to the airports only, the activities such as
runway orientation and control of obstacles, could
be supported by CAD tools originally developed
for road design and ground remodeling. All these
techniques are based on triangulated 3D models:
triangulated models of the obstacle limitation surfaces
and the TIN terrain model. Terrain protrusions
through the obstacle limitation surfaces are
tested by using relatively small subset of options
used in ground remodeling. The extent of these
protrusions is measured by using complex tools
for volumetric analyses. “Shadow” terrain profiles
in the airport approach zones are created by using
modified profiling tools coming from road design.
All these procedures are demonstrated on a relatively
small and compact airport project located in
the mountainous region of the Balkans.
PB  - Sarajevo: Society for development of teaching and business processes in new net environment in B&H
T2  - Technics Technologies Education Management
T1  - 3D approach in airport location studies
EP  - 600
IS  - 2
SP  - 592
VL  - 8
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2308
ER  - 
@article{
author = "Gavran, Dejan and Nikolić, Dušan and Milićević, Sanja and Ilić, Vladan and Medenica, Vasilije and Vučković, Aleksandar",
year = "2013",
abstract = "The article presents the use of advanced 3D
techniques in airport location studies. Though
specific to the airports only, the activities such as
runway orientation and control of obstacles, could
be supported by CAD tools originally developed
for road design and ground remodeling. All these
techniques are based on triangulated 3D models:
triangulated models of the obstacle limitation surfaces
and the TIN terrain model. Terrain protrusions
through the obstacle limitation surfaces are
tested by using relatively small subset of options
used in ground remodeling. The extent of these
protrusions is measured by using complex tools
for volumetric analyses. “Shadow” terrain profiles
in the airport approach zones are created by using
modified profiling tools coming from road design.
All these procedures are demonstrated on a relatively
small and compact airport project located in
the mountainous region of the Balkans.",
publisher = "Sarajevo: Society for development of teaching and business processes in new net environment in B&H",
journal = "Technics Technologies Education Management",
title = "3D approach in airport location studies",
pages = "600-592",
number = "2",
volume = "8",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2308"
}
Gavran, D., Nikolić, D., Milićević, S., Ilić, V., Medenica, V.,& Vučković, A.. (2013). 3D approach in airport location studies. in Technics Technologies Education Management
Sarajevo: Society for development of teaching and business processes in new net environment in B&H., 8(2), 592-600.
https://hdl.handle.net/21.15107/rcub_grafar_2308
Gavran D, Nikolić D, Milićević S, Ilić V, Medenica V, Vučković A. 3D approach in airport location studies. in Technics Technologies Education Management. 2013;8(2):592-600.
https://hdl.handle.net/21.15107/rcub_grafar_2308 .
Gavran, Dejan, Nikolić, Dušan, Milićević, Sanja, Ilić, Vladan, Medenica, Vasilije, Vučković, Aleksandar, "3D approach in airport location studies" in Technics Technologies Education Management, 8, no. 2 (2013):592-600,
https://hdl.handle.net/21.15107/rcub_grafar_2308 .

Road design in 3D

Gavran, Dejan; Nikolić, Dušan

(Savez građevinskih inženjera Srbije, Beograd, 2010)

TY  - JOUR
AU  - Gavran, Dejan
AU  - Nikolić, Dušan
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/321
AB  - CAD systems for road design are mostly 2D oriented. It means that, after starting with the 3D terrain model, design process turns back to the traditional 2D documents - plans, longitudinal profiles and cross-sections. While working in urban/suburban environment or on complex multilevel junctions, there is always a need of simultaneous design of tightly interrelated roads, ramps, overpasses etc. Treating them separately, by using standard 2D projections (profiles and cross sections), cannot yield the best results. This paper presents fully 3-dimensional CAD package (GCM) for road design developed by Dejan Gavran, as well as its use on particular projects. Entire corridor, including the road itself, overpasses, underground structures, neighboring roads and other facilities, could be modeled by using techniques described herein. Finally, grading plans or complex cross sections and profiles, including several interrelating civil engineering facilities, are extracted easily from the 3D model.
AB  - Savremeni CAD sistemi za projektovanje puteva bazirani su uglavnom na 2D konceptu. To znači da se, nakon formiranja 3D modela terena, proces projektovanja uglavnom vraća na tradicinalne 2D projekcije - situacione planove, podužne profile i poprečne profile. Radeći u gradskom ili prigradskom okruženju ili na projektima složenih denivelisanih raskrsnica, uvek se nameće potreba za simultanim (jednovremenim) projektovanjem usko povezanih puteva, rampi, nadvožnjaka itd. Pojedinačan i izolovan tretman ovih objekata, korišćenjem standardnih 2D projekcija (podužnih i poprečnih profila), nikada ne daje najbolji rezultat. Ovaj rad predstavlja potpuno 3D orijentisan CAD paket (GCM) za projektovanje puteva, razvijen od Dejana Gavrana, kao i njegovu primenu na konkretnim projektima. Čitav koridor puta, uključujući sam put, nadvožnjake, podzemne objekte, susedne puteve, pa i druge objekte može se modelirati tehnikama pokazanim u ovom radu. Na kraju se, sa ovakvog 3D modela, specijalnim softverskim alatima generišu podužni i poprečni profili, nivelacioni planovi i druga projektna dokumentacija.
PB  - Savez građevinskih inženjera Srbije, Beograd
T2  - Građevinski kalendar
T1  - Road design in 3D
T1  - Prostorno projektovanje puteva
EP  - 353
IS  - 42
SP  - 327
UR  - https://hdl.handle.net/21.15107/rcub_grafar_321
ER  - 
@article{
author = "Gavran, Dejan and Nikolić, Dušan",
year = "2010",
abstract = "CAD systems for road design are mostly 2D oriented. It means that, after starting with the 3D terrain model, design process turns back to the traditional 2D documents - plans, longitudinal profiles and cross-sections. While working in urban/suburban environment or on complex multilevel junctions, there is always a need of simultaneous design of tightly interrelated roads, ramps, overpasses etc. Treating them separately, by using standard 2D projections (profiles and cross sections), cannot yield the best results. This paper presents fully 3-dimensional CAD package (GCM) for road design developed by Dejan Gavran, as well as its use on particular projects. Entire corridor, including the road itself, overpasses, underground structures, neighboring roads and other facilities, could be modeled by using techniques described herein. Finally, grading plans or complex cross sections and profiles, including several interrelating civil engineering facilities, are extracted easily from the 3D model., Savremeni CAD sistemi za projektovanje puteva bazirani su uglavnom na 2D konceptu. To znači da se, nakon formiranja 3D modela terena, proces projektovanja uglavnom vraća na tradicinalne 2D projekcije - situacione planove, podužne profile i poprečne profile. Radeći u gradskom ili prigradskom okruženju ili na projektima složenih denivelisanih raskrsnica, uvek se nameće potreba za simultanim (jednovremenim) projektovanjem usko povezanih puteva, rampi, nadvožnjaka itd. Pojedinačan i izolovan tretman ovih objekata, korišćenjem standardnih 2D projekcija (podužnih i poprečnih profila), nikada ne daje najbolji rezultat. Ovaj rad predstavlja potpuno 3D orijentisan CAD paket (GCM) za projektovanje puteva, razvijen od Dejana Gavrana, kao i njegovu primenu na konkretnim projektima. Čitav koridor puta, uključujući sam put, nadvožnjake, podzemne objekte, susedne puteve, pa i druge objekte može se modelirati tehnikama pokazanim u ovom radu. Na kraju se, sa ovakvog 3D modela, specijalnim softverskim alatima generišu podužni i poprečni profili, nivelacioni planovi i druga projektna dokumentacija.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Građevinski kalendar",
title = "Road design in 3D, Prostorno projektovanje puteva",
pages = "353-327",
number = "42",
url = "https://hdl.handle.net/21.15107/rcub_grafar_321"
}
Gavran, D.,& Nikolić, D.. (2010). Road design in 3D. in Građevinski kalendar
Savez građevinskih inženjera Srbije, Beograd.(42), 327-353.
https://hdl.handle.net/21.15107/rcub_grafar_321
Gavran D, Nikolić D. Road design in 3D. in Građevinski kalendar. 2010;(42):327-353.
https://hdl.handle.net/21.15107/rcub_grafar_321 .
Gavran, Dejan, Nikolić, Dušan, "Road design in 3D" in Građevinski kalendar, no. 42 (2010):327-353,
https://hdl.handle.net/21.15107/rcub_grafar_321 .