TY  - CONF
AU  - Dobrić, Jelena 
AU  - Marković, Zlatko A.
AU  - Buđevac, Dragan V.
AU  - Spremić, Milan B.
AU  - Fric, Nenad
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1963
AB  - Continuous strength method is a contemporary approach to calculation of resistance of stainless steel cross-sections which has been recently developed at the Imperial College of London. The basis of the method is the continuous relation between the slenderness and strain capacity of a
cross-section, nonlinear relation between the stress and strain and the strengthening effects of cold forming. In the paper are presented the fundamental rules for calculation of cross-section resistance
according to continuous strength method; the comparative analysis of design resistance of the compressed cross-section was conducted through a numerical example according to this method and EN 1993-1-4.
C3  - iNDiS 2015 Planiranje, projektovanje, građenje i obnova graditeljstva 13. međunarodna naučna konferencija
T1  - Stainless steel cross-section resistance according to continuous strength method
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1963
ER  - 

@conference{
author = "Dobrić, Jelena  and Marković, Zlatko A. and Buđevac, Dragan V. and Spremić, Milan B. and Fric, Nenad",
year = "2015",
abstract = "Continuous strength method is a contemporary approach to calculation of resistance of stainless steel cross-sections which has been recently developed at the Imperial College of London. The basis of the method is the continuous relation between the slenderness and strain capacity of a
cross-section, nonlinear relation between the stress and strain and the strengthening effects of cold forming. In the paper are presented the fundamental rules for calculation of cross-section resistance
according to continuous strength method; the comparative analysis of design resistance of the compressed cross-section was conducted through a numerical example according to this method and EN 1993-1-4.",
journal = "iNDiS 2015 Planiranje, projektovanje, građenje i obnova graditeljstva 13. međunarodna naučna konferencija",
title = "Stainless steel cross-section resistance according to continuous strength method",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1963"
}

Dobrić, J., Marković, Z. A., Buđevac, D. V., Spremić, M. B.,& Fric, N.. (2015). Stainless steel cross-section resistance according to continuous strength method. in iNDiS 2015 Planiranje, projektovanje, građenje i obnova graditeljstva 13. međunarodna naučna konferencija.
https://hdl.handle.net/21.15107/rcub_grafar_1963

Dobrić J, Marković ZA, Buđevac DV, Spremić MB, Fric N. Stainless steel cross-section resistance according to continuous strength method. in iNDiS 2015 Planiranje, projektovanje, građenje i obnova graditeljstva 13. međunarodna naučna konferencija. 2015;.
https://hdl.handle.net/21.15107/rcub_grafar_1963 .

Dobrić, Jelena , Marković, Zlatko A., Buđevac, Dragan V., Spremić, Milan B., Fric, Nenad, "Stainless steel cross-section resistance according to continuous strength method" in iNDiS 2015 Planiranje, projektovanje, građenje i obnova graditeljstva 13. međunarodna naučna konferencija (2015),
https://hdl.handle.net/21.15107/rcub_grafar_1963 .

TY  - CONF
AU  - Dobrić, Jelena
AU  - Marković, Zlatko A.
AU  - Buđevac, Dragan V.
AU  - Fric, Nenad
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1962
AB  - Stainless steel is characterized by a number of features that determine significantly different behaviour of structural members made of this material, compared to equivalent carbon steel members. These characteristics, mostly expressed at compressed members, are reflected in nonlinear stress-
strain behaviour, significant strength enhancements due to cold-working and different thermal characteristic of material. European stainless steel standard EN 1993-1-4 does not give any explicit rules for calculation of resistance of built-up compression members with chords in contact. This paper presents part of the experimental results of flexural buckling ultimate resistance cold-formed built-up members to the around intangible axis. The basic material used in the research is stainless steel with austenitic microstructure 1.4301. Members are made of two C profiles, directly and discontinuously connected in direction of longitudinal axis. The experimental values of ultimate
resistances to flexural buckling around intangible axis are compared with values of ultimate resistances obtained by recommendations of EN 1993-1-4 and EN 1993-1-1
C3  - Eighth International Conference on ADVANCES IN STEEL STRUCTURES, Lisbon, Portugal, July 22-24
T1  - Experimental investigation of flexural buckling of cold formed built-up stainless steel members
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1962
ER  - 

@conference{
author = "Dobrić, Jelena and Marković, Zlatko A. and Buđevac, Dragan V. and Fric, Nenad",
year = "2015",
abstract = "Stainless steel is characterized by a number of features that determine significantly different behaviour of structural members made of this material, compared to equivalent carbon steel members. These characteristics, mostly expressed at compressed members, are reflected in nonlinear stress-
strain behaviour, significant strength enhancements due to cold-working and different thermal characteristic of material. European stainless steel standard EN 1993-1-4 does not give any explicit rules for calculation of resistance of built-up compression members with chords in contact. This paper presents part of the experimental results of flexural buckling ultimate resistance cold-formed built-up members to the around intangible axis. The basic material used in the research is stainless steel with austenitic microstructure 1.4301. Members are made of two C profiles, directly and discontinuously connected in direction of longitudinal axis. The experimental values of ultimate
resistances to flexural buckling around intangible axis are compared with values of ultimate resistances obtained by recommendations of EN 1993-1-4 and EN 1993-1-1",
journal = "Eighth International Conference on ADVANCES IN STEEL STRUCTURES, Lisbon, Portugal, July 22-24",
title = "Experimental investigation of flexural buckling of cold formed built-up stainless steel members",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1962"
}

Dobrić, J., Marković, Z. A., Buđevac, D. V.,& Fric, N.. (2015). Experimental investigation of flexural buckling of cold formed built-up stainless steel members. in Eighth International Conference on ADVANCES IN STEEL STRUCTURES, Lisbon, Portugal, July 22-24.
https://hdl.handle.net/21.15107/rcub_grafar_1962

Dobrić J, Marković ZA, Buđevac DV, Fric N. Experimental investigation of flexural buckling of cold formed built-up stainless steel members. in Eighth International Conference on ADVANCES IN STEEL STRUCTURES, Lisbon, Portugal, July 22-24. 2015;.
https://hdl.handle.net/21.15107/rcub_grafar_1962 .

Dobrić, Jelena, Marković, Zlatko A., Buđevac, Dragan V., Fric, Nenad, "Experimental investigation of flexural buckling of cold formed built-up stainless steel members" in Eighth International Conference on ADVANCES IN STEEL STRUCTURES, Lisbon, Portugal, July 22-24 (2015),
https://hdl.handle.net/21.15107/rcub_grafar_1962 .

TY  - CONF
AU  - Fric, Nenad
AU  - Buđevac, Dragan V.
AU  - Mišković, Zoran
AU  - Veljković, Milan B.
AU  - Marković, Zlatko A.
AU  - Dobrić, Jelena
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1952
AB  - When analysing slip resistance connections, which are commonly used in-situ assemblied joints of structures dominantly loaded by cyclic loading, for example in bridges, telecommunication towers, towers for wind turbines, we may say that preloaded high strength bolts are their most important part. A level of pretension force in a bolt influences the strength of a slip resistance connection, therefore it is very important to attain a design level of a pretension force. This paper tackles most frequently used methods for measuring of a pretension force in high strength bolts both on site and in a laboratory. Primarily usage of ultrasonic methods, washer like load cells (with strain gauges and piezoelectric), strain gauges installed on the bolt shank and strain gauges installed inside of the bolt shank. The emphasis is both on a use of strain gauges which measure pretension force inhigh strength bolts and on a bolt calibration procedure prior to pretensioning. Installation process of strain gauges in the bolt shank is described in detail and all its specificities are bring to the attention based experimental research conducted on 126 bolts.
C3  - International Conference on ADVANCES IN STEEL STRUCTURES, Lisbon, Portugal, July 22-24, 2015.
T1  - Calibration of the high strenght bolts for measuring of the pretension force
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1952
ER  - 

@conference{
author = "Fric, Nenad and Buđevac, Dragan V. and Mišković, Zoran and Veljković, Milan B. and Marković, Zlatko A. and Dobrić, Jelena",
year = "2015",
abstract = "When analysing slip resistance connections, which are commonly used in-situ assemblied joints of structures dominantly loaded by cyclic loading, for example in bridges, telecommunication towers, towers for wind turbines, we may say that preloaded high strength bolts are their most important part. A level of pretension force in a bolt influences the strength of a slip resistance connection, therefore it is very important to attain a design level of a pretension force. This paper tackles most frequently used methods for measuring of a pretension force in high strength bolts both on site and in a laboratory. Primarily usage of ultrasonic methods, washer like load cells (with strain gauges and piezoelectric), strain gauges installed on the bolt shank and strain gauges installed inside of the bolt shank. The emphasis is both on a use of strain gauges which measure pretension force inhigh strength bolts and on a bolt calibration procedure prior to pretensioning. Installation process of strain gauges in the bolt shank is described in detail and all its specificities are bring to the attention based experimental research conducted on 126 bolts.",
journal = "International Conference on ADVANCES IN STEEL STRUCTURES, Lisbon, Portugal, July 22-24, 2015.",
title = "Calibration of the high strenght bolts for measuring of the pretension force",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1952"
}

Fric, N., Buđevac, D. V., Mišković, Z., Veljković, M. B., Marković, Z. A.,& Dobrić, J.. (2015). Calibration of the high strenght bolts for measuring of the pretension force. in International Conference on ADVANCES IN STEEL STRUCTURES, Lisbon, Portugal, July 22-24, 2015..
https://hdl.handle.net/21.15107/rcub_grafar_1952

Fric N, Buđevac DV, Mišković Z, Veljković MB, Marković ZA, Dobrić J. Calibration of the high strenght bolts for measuring of the pretension force. in International Conference on ADVANCES IN STEEL STRUCTURES, Lisbon, Portugal, July 22-24, 2015.. 2015;.
https://hdl.handle.net/21.15107/rcub_grafar_1952 .

Fric, Nenad, Buđevac, Dragan V., Mišković, Zoran, Veljković, Milan B., Marković, Zlatko A., Dobrić, Jelena, "Calibration of the high strenght bolts for measuring of the pretension force" in International Conference on ADVANCES IN STEEL STRUCTURES, Lisbon, Portugal, July 22-24, 2015. (2015),
https://hdl.handle.net/21.15107/rcub_grafar_1952 .

TY  - CONF
AU  - Fric, Nenad
AU  - Pavlović, Marko
AU  - Marković, Zlatko A.
AU  - Buđevac, Dragan V.
PY  - 2011
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1955
AB  - Today, wind power is second largest available renewable resource of energy, with 870 TW (terawatts). Large wind farms, with hundreds of wind towers are big opportunity for steel production industry. Designers and manufacturers of wind towers pay special attention on every single detail, always looking for some new solutions, trying to reduce price of wind towers. Some of the most interesting design and manufacturing details are connections used to assemble sections of tubular steel towers supporting wind turbins. There is traditional and actually more used flange ring connection and on the
other side, as a new proposal which is used more and more, friction connection. In this paper theoretic basis of design of flange ring connection of wind towers is given
C3  - Proceedings of the 14th international symposium of MASE
T1  - Wind towers - design of flange ring connection
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1955
ER  - 

@conference{
author = "Fric, Nenad and Pavlović, Marko and Marković, Zlatko A. and Buđevac, Dragan V.",
year = "2011",
abstract = "Today, wind power is second largest available renewable resource of energy, with 870 TW (terawatts). Large wind farms, with hundreds of wind towers are big opportunity for steel production industry. Designers and manufacturers of wind towers pay special attention on every single detail, always looking for some new solutions, trying to reduce price of wind towers. Some of the most interesting design and manufacturing details are connections used to assemble sections of tubular steel towers supporting wind turbins. There is traditional and actually more used flange ring connection and on the
other side, as a new proposal which is used more and more, friction connection. In this paper theoretic basis of design of flange ring connection of wind towers is given",
journal = "Proceedings of the 14th international symposium of MASE",
title = "Wind towers - design of flange ring connection",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1955"
}

Fric, N., Pavlović, M., Marković, Z. A.,& Buđevac, D. V.. (2011). Wind towers - design of flange ring connection. in Proceedings of the 14th international symposium of MASE.
https://hdl.handle.net/21.15107/rcub_grafar_1955

Fric N, Pavlović M, Marković ZA, Buđevac DV. Wind towers - design of flange ring connection. in Proceedings of the 14th international symposium of MASE. 2011;.
https://hdl.handle.net/21.15107/rcub_grafar_1955 .

Fric, Nenad, Pavlović, Marko, Marković, Zlatko A., Buđevac, Dragan V., "Wind towers - design of flange ring connection" in Proceedings of the 14th international symposium of MASE (2011),
https://hdl.handle.net/21.15107/rcub_grafar_1955 .

TY  - CONF
AU  - Spremić, Milan B.
AU  - Fric, Nenad
AU  - Marković, Zlatko A.
AU  - Buđevac, Dragan V.
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1956
AB  - Joint between concrete structural member and steel or timber structural member can be realized with anchor plate which is being embeded in concrete structure during the erection. Anchor plate can be connected with concrete structural member using any standard anchor, with anchors made of ribbed reinforcement or, with group of standard head stud connectors as it is described in this paper. This paper also describes a procedure for calculation of anchor plate shear capacity with connection to concrete member realized with group of head stud connector.
C3  - Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2010, 15-19. februar 2010, Žabljak, Podgorica, knjiga 1
T1  - Nosivost na smicanje anker ploče sa grupom elastičnih čep moždanika
EP  - 654
SP  - 649
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1956
ER  - 

@conference{
author = "Spremić, Milan B. and Fric, Nenad and Marković, Zlatko A. and Buđevac, Dragan V.",
year = "2010",
abstract = "Joint between concrete structural member and steel or timber structural member can be realized with anchor plate which is being embeded in concrete structure during the erection. Anchor plate can be connected with concrete structural member using any standard anchor, with anchors made of ribbed reinforcement or, with group of standard head stud connectors as it is described in this paper. This paper also describes a procedure for calculation of anchor plate shear capacity with connection to concrete member realized with group of head stud connector.",
journal = "Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2010, 15-19. februar 2010, Žabljak, Podgorica, knjiga 1",
title = "Nosivost na smicanje anker ploče sa grupom elastičnih čep moždanika",
pages = "654-649",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1956"
}

Spremić, M. B., Fric, N., Marković, Z. A.,& Buđevac, D. V.. (2010). Nosivost na smicanje anker ploče sa grupom elastičnih čep moždanika. in Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2010, 15-19. februar 2010, Žabljak, Podgorica, knjiga 1, 649-654.
https://hdl.handle.net/21.15107/rcub_grafar_1956

Spremić MB, Fric N, Marković ZA, Buđevac DV. Nosivost na smicanje anker ploče sa grupom elastičnih čep moždanika. in Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2010, 15-19. februar 2010, Žabljak, Podgorica, knjiga 1. 2010;:649-654.
https://hdl.handle.net/21.15107/rcub_grafar_1956 .

Spremić, Milan B., Fric, Nenad, Marković, Zlatko A., Buđevac, Dragan V., "Nosivost na smicanje anker ploče sa grupom elastičnih čep moždanika" in Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2010, 15-19. februar 2010, Žabljak, Podgorica, knjiga 1 (2010):649-654,
https://hdl.handle.net/21.15107/rcub_grafar_1956 .

TY  - CONF
AU  - Pavlović, Marko
AU  - Fric, Nenad
AU  - Marković, Zlatko A.
AU  - Buđevac, Dragan V.
PY  - 2009
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1958
AB  - In this paper theoretic basis of design of class 4 cross section in axial compression according to EN1993-1-5 is given. Design procedure is given as an flow chart and ilustrated with an worked example. Plate buckling is treated localy and globaly through the concept of effective cross sections. Interaction between plate-like and column-like behaviour of panels is carried out thought buckling reduction factors and final effective area of cross section.
C3  - MASE 13. International symposium 2009, 14th – 17th October 2009. Ohrid, Macedonia, Skopje 2009, Knjiga 1
T1  - Design of class 4 cross section in axial compression according to EUROCODE 3
EP  - 422
SP  - 417
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1958
ER  - 

@conference{
author = "Pavlović, Marko and Fric, Nenad and Marković, Zlatko A. and Buđevac, Dragan V.",
year = "2009",
abstract = "In this paper theoretic basis of design of class 4 cross section in axial compression according to EN1993-1-5 is given. Design procedure is given as an flow chart and ilustrated with an worked example. Plate buckling is treated localy and globaly through the concept of effective cross sections. Interaction between plate-like and column-like behaviour of panels is carried out thought buckling reduction factors and final effective area of cross section.",
journal = "MASE 13. International symposium 2009, 14th – 17th October 2009. Ohrid, Macedonia, Skopje 2009, Knjiga 1",
title = "Design of class 4 cross section in axial compression according to EUROCODE 3",
pages = "422-417",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1958"
}

Pavlović, M., Fric, N., Marković, Z. A.,& Buđevac, D. V.. (2009). Design of class 4 cross section in axial compression according to EUROCODE 3. in MASE 13. International symposium 2009, 14th – 17th October 2009. Ohrid, Macedonia, Skopje 2009, Knjiga 1, 417-422.
https://hdl.handle.net/21.15107/rcub_grafar_1958

Pavlović M, Fric N, Marković ZA, Buđevac DV. Design of class 4 cross section in axial compression according to EUROCODE 3. in MASE 13. International symposium 2009, 14th – 17th October 2009. Ohrid, Macedonia, Skopje 2009, Knjiga 1. 2009;:417-422.
https://hdl.handle.net/21.15107/rcub_grafar_1958 .

Pavlović, Marko, Fric, Nenad, Marković, Zlatko A., Buđevac, Dragan V., "Design of class 4 cross section in axial compression according to EUROCODE 3" in MASE 13. International symposium 2009, 14th – 17th October 2009. Ohrid, Macedonia, Skopje 2009, Knjiga 1 (2009):417-422,
https://hdl.handle.net/21.15107/rcub_grafar_1958 .

TY  - CONF
AU  - Fric, Nenad
AU  - Buđevac, Dragan V.
AU  - Marković, Zlatko A.
AU  - Pavlović, Marko
PY  - 2008
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1959
AB  - This paper represents steel structure of the cinema »Ster« which is a part of the shopping mall Delta City in Belgrade. Cinema has six projection rooms with additional contents. There are three levels of structure: main bearing structure, structure of projection rooms and raised floors, gross weight approximately 600 t. All steel columns are free suported. Vertical and roof bracings and stiff composite floors provide stability of structure. Due to complex roof geometry and building particularity, special attentione
had to be paid to designing of joints, production of workshop drawings (software for 3D modeling was used) and planning erection tehnology.
C3  - Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2008, 03-07. mart 2008, Žabljak, Podgorica 2008,Knjiga 1
T1  - Čelična konstrukcija sinemapleksa ''STER'' u tržnom centru ''Delta City'' u Beogradu
EP  - 242
SP  - 237
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1959
ER  - 

@conference{
author = "Fric, Nenad and Buđevac, Dragan V. and Marković, Zlatko A. and Pavlović, Marko",
year = "2008",
abstract = "This paper represents steel structure of the cinema »Ster« which is a part of the shopping mall Delta City in Belgrade. Cinema has six projection rooms with additional contents. There are three levels of structure: main bearing structure, structure of projection rooms and raised floors, gross weight approximately 600 t. All steel columns are free suported. Vertical and roof bracings and stiff composite floors provide stability of structure. Due to complex roof geometry and building particularity, special attentione
had to be paid to designing of joints, production of workshop drawings (software for 3D modeling was used) and planning erection tehnology.",
journal = "Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2008, 03-07. mart 2008, Žabljak, Podgorica 2008,Knjiga 1",
title = "Čelična konstrukcija sinemapleksa ''STER'' u tržnom centru ''Delta City'' u Beogradu",
pages = "242-237",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1959"
}

Fric, N., Buđevac, D. V., Marković, Z. A.,& Pavlović, M.. (2008). Čelična konstrukcija sinemapleksa ''STER'' u tržnom centru ''Delta City'' u Beogradu. in Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2008, 03-07. mart 2008, Žabljak, Podgorica 2008,Knjiga 1, 237-242.
https://hdl.handle.net/21.15107/rcub_grafar_1959

Fric N, Buđevac DV, Marković ZA, Pavlović M. Čelična konstrukcija sinemapleksa ''STER'' u tržnom centru ''Delta City'' u Beogradu. in Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2008, 03-07. mart 2008, Žabljak, Podgorica 2008,Knjiga 1. 2008;:237-242.
https://hdl.handle.net/21.15107/rcub_grafar_1959 .

Fric, Nenad, Buđevac, Dragan V., Marković, Zlatko A., Pavlović, Marko, "Čelična konstrukcija sinemapleksa ''STER'' u tržnom centru ''Delta City'' u Beogradu" in Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2008, 03-07. mart 2008, Žabljak, Podgorica 2008,Knjiga 1 (2008):237-242,
https://hdl.handle.net/21.15107/rcub_grafar_1959 .

TY  - CONF
AU  - Pavlović, Marko
AU  - Buđevac, Dragan V.
AU  - Marković, Zlatko A.
AU  - Fric, Nenad
PY  - 2008
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1957
AB  - Modern public buildings, such as multiplex cinemas, along with application of state of the art sound effects brings high acoustic isolation demands. Cinemas are often a part of building complexes such as shopping malls with subjects that produce serious level of noise and vibrations. Usage of modern materials, with specific dynamic characteristics, as a base for supports gives a wide range of possibilities in controlling the amount of noise and vibrations transferred to the structure. This paper gives an example of usage of acoustic pads in steel structure of “Ster” cinemaplex in Belgrade.
C3  - Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2008, 03-07. mart 2008, Žabljak, Podgorica 2008, Knjiga 1
T1  - Primer primene akustičke izolacije u čeličnoj konstrukciji sinemapleksa ''STER'' u Beogradu
T1  - Primer primene akustičke izolacije u čeličnoj konstrukciji sinemapleksa ''STER'' u Beogradu
EP  - 538
SP  - 533
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1957
ER  - 

@conference{
author = "Pavlović, Marko and Buđevac, Dragan V. and Marković, Zlatko A. and Fric, Nenad",
year = "2008",
abstract = "Modern public buildings, such as multiplex cinemas, along with application of state of the art sound effects brings high acoustic isolation demands. Cinemas are often a part of building complexes such as shopping malls with subjects that produce serious level of noise and vibrations. Usage of modern materials, with specific dynamic characteristics, as a base for supports gives a wide range of possibilities in controlling the amount of noise and vibrations transferred to the structure. This paper gives an example of usage of acoustic pads in steel structure of “Ster” cinemaplex in Belgrade.",
journal = "Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2008, 03-07. mart 2008, Žabljak, Podgorica 2008, Knjiga 1",
title = "Primer primene akustičke izolacije u čeličnoj konstrukciji sinemapleksa ''STER'' u Beogradu, Primer primene akustičke izolacije u čeličnoj konstrukciji sinemapleksa ''STER'' u Beogradu",
pages = "538-533",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1957"
}

Pavlović, M., Buđevac, D. V., Marković, Z. A.,& Fric, N.. (2008). Primer primene akustičke izolacije u čeličnoj konstrukciji sinemapleksa ''STER'' u Beogradu. in Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2008, 03-07. mart 2008, Žabljak, Podgorica 2008, Knjiga 1, 533-538.
https://hdl.handle.net/21.15107/rcub_grafar_1957

Pavlović M, Buđevac DV, Marković ZA, Fric N. Primer primene akustičke izolacije u čeličnoj konstrukciji sinemapleksa ''STER'' u Beogradu. in Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2008, 03-07. mart 2008, Žabljak, Podgorica 2008, Knjiga 1. 2008;:533-538.
https://hdl.handle.net/21.15107/rcub_grafar_1957 .

Pavlović, Marko, Buđevac, Dragan V., Marković, Zlatko A., Fric, Nenad, "Primer primene akustičke izolacije u čeličnoj konstrukciji sinemapleksa ''STER'' u Beogradu" in Internacionalni naučno-stručni skup Građevinarstvo - nauka i praksa 2008, 03-07. mart 2008, Žabljak, Podgorica 2008, Knjiga 1 (2008):533-538,
https://hdl.handle.net/21.15107/rcub_grafar_1957 .

TY  - THES
AU  - Buđevac, Dragan V.
PY  - 1990
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1801
AB  - Pod nazivom hladno oblikovani profili (HOP) podrazumevaju se konstruktivni
element! proizvedeni hladnim oblikovanjem iz čeličnih limova i traka valjanjem
ili presovanjem . Hladno oblikovani profili imaju veoma široko polje primene u
g rad jevinarstvu i poslednjih godina su u nekim područjima primene potpuno
istisli vru će valjane profile zbog svojih nesumljivih prednosti. Rožnjače, kao
element noseće konstrukcije zgrada, za koje se najčešće i primenjuju hiadno
oblikovani ^profili otvorenog poprečnog preseka, su bitan element u funkcional-
nom, statičkom pa i u ekonomskom pogledu s obzirom da njihov udeo u ceni
koštanja hala doseže i do 25%. Pristup analizi u projektovanju masovnih eleme-
nata ko nstrukcije, kao što su rožnjače, je bitno različit od pristupa pri pro­
jektovanju unikatnih elemenata. Kod masovne, serijske, proizvodnje neophodno
je sve parametre od uticaja uzeti u što preciznijem obliku, što je jedino mogu-
će ostvariti eksperimentom. U okviru ove disertacije razmatrana su dva bitna
parametra na nosivost rožnjača i to: 1) uticaj tehnologije proizvodnje na me-
haničke karakteristike čeiika i 2) odredjivanje optimalnog statičkog sistema
(kontinualne rožnjače sa podvezicama i kontinualne rožnjače sa preklapanjem)
i konstrukcijskog oblikovanja. U okviru ovih oblasti u tezi su date originalne
podloge u obliku pojednostavljenih i za svakodnevnu inženjersku praksu lako
p rihvatljivih analitičkih izraza i dijagrama na osnovu kojih se mogu projektova-
ti ovakvi savremeni sistemi rožnjača. Svi analitički izrazi su verifikovani sop-
stvenim eksperimentima sprovedenim uz primenu najsavremenije opreme i mer-
nog instrum entarija. Takodje je sprovedena i detaljna tehno-ekonomska analiza
više tipova rožnjača diferenciranih prema sistemima, oblicima i postupku proiz­
vodnje koja je pokazala značajno preimućstvo u pogledu utroška čelika i košta-
nja predloženih Z preseka sistema rožnjača sa podvezicama i sa preklapanjem
u odnosu na sve druge tipove primenjivane u dosadašnjoj p raksi.
T1  - Prilog proračunu i konstrukcijskom oblikovanju hladno oblikovanih profila otvorenog poprečnog preseka
T1  - Contribution to calculation and construction of cold-formed open cross sections
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1801
ER  - 

@phdthesis{
author = "Buđevac, Dragan V.",
year = "1990",
abstract = "Pod nazivom hladno oblikovani profili (HOP) podrazumevaju se konstruktivni
element! proizvedeni hladnim oblikovanjem iz čeličnih limova i traka valjanjem
ili presovanjem . Hladno oblikovani profili imaju veoma široko polje primene u
g rad jevinarstvu i poslednjih godina su u nekim područjima primene potpuno
istisli vru će valjane profile zbog svojih nesumljivih prednosti. Rožnjače, kao
element noseće konstrukcije zgrada, za koje se najčešće i primenjuju hiadno
oblikovani ^profili otvorenog poprečnog preseka, su bitan element u funkcional-
nom, statičkom pa i u ekonomskom pogledu s obzirom da njihov udeo u ceni
koštanja hala doseže i do 25%. Pristup analizi u projektovanju masovnih eleme-
nata ko nstrukcije, kao što su rožnjače, je bitno različit od pristupa pri pro­
jektovanju unikatnih elemenata. Kod masovne, serijske, proizvodnje neophodno
je sve parametre od uticaja uzeti u što preciznijem obliku, što je jedino mogu-
će ostvariti eksperimentom. U okviru ove disertacije razmatrana su dva bitna
parametra na nosivost rožnjača i to: 1) uticaj tehnologije proizvodnje na me-
haničke karakteristike čeiika i 2) odredjivanje optimalnog statičkog sistema
(kontinualne rožnjače sa podvezicama i kontinualne rožnjače sa preklapanjem)
i konstrukcijskog oblikovanja. U okviru ovih oblasti u tezi su date originalne
podloge u obliku pojednostavljenih i za svakodnevnu inženjersku praksu lako
p rihvatljivih analitičkih izraza i dijagrama na osnovu kojih se mogu projektova-
ti ovakvi savremeni sistemi rožnjača. Svi analitički izrazi su verifikovani sop-
stvenim eksperimentima sprovedenim uz primenu najsavremenije opreme i mer-
nog instrum entarija. Takodje je sprovedena i detaljna tehno-ekonomska analiza
više tipova rožnjača diferenciranih prema sistemima, oblicima i postupku proiz­
vodnje koja je pokazala značajno preimućstvo u pogledu utroška čelika i košta-
nja predloženih Z preseka sistema rožnjača sa podvezicama i sa preklapanjem
u odnosu na sve druge tipove primenjivane u dosadašnjoj p raksi.",
title = "Prilog proračunu i konstrukcijskom oblikovanju hladno oblikovanih profila otvorenog poprečnog preseka, Contribution to calculation and construction of cold-formed open cross sections",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1801"
}

Buđevac, D. V.. (1990). Prilog proračunu i konstrukcijskom oblikovanju hladno oblikovanih profila otvorenog poprečnog preseka. .
https://hdl.handle.net/21.15107/rcub_grafar_1801

Buđevac DV. Prilog proračunu i konstrukcijskom oblikovanju hladno oblikovanih profila otvorenog poprečnog preseka. 1990;.
https://hdl.handle.net/21.15107/rcub_grafar_1801 .

Buđevac, Dragan V., "Prilog proračunu i konstrukcijskom oblikovanju hladno oblikovanih profila otvorenog poprečnog preseka" (1990),
https://hdl.handle.net/21.15107/rcub_grafar_1801 .