TY  - JOUR
AU  - Šarkić-Glumac, Anina
AU  - Hoffer, Rudiger
AU  - Brčić, Stanko
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/814
AB  - Results of an experimental study related to flutter phenomenon are presented in the paper. Two cross-sections are considered: a rectangular cross-section and a typical symmetric bridge cross-section. Stationary coefficients and instationary flutter derivatives are determined by means of forced vibration tests. The identification technique is presented in detail. Pressure measurements at the centre of the bridge cross-section are also performed. Main wind flow patterns are analysed based on pressure distribution data.
PB  - Union of Croatian Civil Engineers and Technicians
T2  - Građevinar
T1  - Identification of flutter derivatives by forced vibration tests
EP  - 280
IS  - 4
SP  - 267
VL  - 69
DO  - 10.14256/JCE.1504.2015
ER  - 

@article{
author = "Šarkić-Glumac, Anina and Hoffer, Rudiger and Brčić, Stanko",
year = "2017",
abstract = "Results of an experimental study related to flutter phenomenon are presented in the paper. Two cross-sections are considered: a rectangular cross-section and a typical symmetric bridge cross-section. Stationary coefficients and instationary flutter derivatives are determined by means of forced vibration tests. The identification technique is presented in detail. Pressure measurements at the centre of the bridge cross-section are also performed. Main wind flow patterns are analysed based on pressure distribution data.",
publisher = "Union of Croatian Civil Engineers and Technicians",
journal = "Građevinar",
title = "Identification of flutter derivatives by forced vibration tests",
pages = "280-267",
number = "4",
volume = "69",
doi = "10.14256/JCE.1504.2015"
}

Šarkić-Glumac, A., Hoffer, R.,& Brčić, S.. (2017). Identification of flutter derivatives by forced vibration tests. in Građevinar
Union of Croatian Civil Engineers and Technicians., 69(4), 267-280.
https://doi.org/10.14256/JCE.1504.2015

Šarkić-Glumac A, Hoffer R, Brčić S. Identification of flutter derivatives by forced vibration tests. in Građevinar. 2017;69(4):267-280.
doi:10.14256/JCE.1504.2015 .

Šarkić-Glumac, Anina, Hoffer, Rudiger, Brčić, Stanko, "Identification of flutter derivatives by forced vibration tests" in Građevinar, 69, no. 4 (2017):267-280,
https://doi.org/10.14256/JCE.1504.2015 . .

TY  - JOUR
AU  - Ćosić, Mladen
AU  - Folić, Radomir
AU  - Brčić, Stanko
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2665
AB  - Autori rada su, na osnovu analize velikog broja naučnih radova, dali prikaz sopstvene originalne sistematizacije seizmičkih analiza konstrukcija, a veliki deo njih je razvijen u poslednje dve decenije. Seizmičke analize su klasifikovane generalno u dve (četiri) grupe: linearne i nelinearne statičke analize; i linearne i nelinearne dinamičke analize. Posebno su klasifikovane analize nelinearnog seizmičkog odgovora konstrukcija, a posebno analize ciljnog pomeranja kojim se definiše odnos seizmičkog zahteva i seizmičkog odgovora. S druge strane, klasifikacija je sprovedena i u funkciji da li se nelinearan odgovor sistema dobija primenom inkrementalno-iterativnih procedura ili primenom poluiterativnih i/ili poluinkrementalnih procedura. Nelinearne dinamičke analize su klasifikovane prema konceptu matematičke formulacije, odnosno da li se zasnivaju na samo jednoj dinamičkoj analizi, većem broju dinamičkih analiza ili dobijaju rešenja u kombinaciji s drugim metodama. Primenom sprovedene sistematizacije seizmičkih analiza može se vrlo efikasno razmotriti koji tip analize je optimalan za analizu konstrukcija i koji tip analize je potrebno uzeti u obzir u fazi preliminarnih i finalnih analiza za naučna istraživanja i stručne projekte. U radu su, takođe, prikazani aspekti modeliranja prigušenja u analizi konstrukcija sistematizacijom tipova prigušenja i formiranim dijagramima tokova, a u zavisnosti od tipa primenjene analize: linearne i nelinearne, statičke i dinamičke. Sistematizacija prigušenja je sprovedena prema načinu uvođenja u proračun i to preko prigušenja materijala, prigušenja elemenata veze i prigušenja koja se direktno uvode u analize, a koje se sprovode u kapacitativnom, vremenskom i frekventnom domenu. Primenom razvijenih dijagrama tokova, u procesu kreiranja numeričkih modela konstrukcija, može se vrlo efikasno razmotriti koji tip prigušenja treba odabrati i na koji način uvesti prigušenje u analizu konstrukcija. Takođe, primenom razvijenih dijagrama tokova mogu se definisati i alternativni pristupi uvođenja prigušenja u analizu konstrukcija.
T2  - Građevinski materijali i konstrukcije
T1  - Pregled savremenih seizmičkih analiza i načina uvođenja prigušenja u njima
T1  - An overview of modern seismic analyses with different ways of damping introduction
EP  - 30
SP  - 3
VL  - 60
DO  - 10.5937/grmk1701003C
ER  - 

@article{
author = "Ćosić, Mladen and Folić, Radomir and Brčić, Stanko",
year = "2017",
abstract = "Autori rada su, na osnovu analize velikog broja naučnih radova, dali prikaz sopstvene originalne sistematizacije seizmičkih analiza konstrukcija, a veliki deo njih je razvijen u poslednje dve decenije. Seizmičke analize su klasifikovane generalno u dve (četiri) grupe: linearne i nelinearne statičke analize; i linearne i nelinearne dinamičke analize. Posebno su klasifikovane analize nelinearnog seizmičkog odgovora konstrukcija, a posebno analize ciljnog pomeranja kojim se definiše odnos seizmičkog zahteva i seizmičkog odgovora. S druge strane, klasifikacija je sprovedena i u funkciji da li se nelinearan odgovor sistema dobija primenom inkrementalno-iterativnih procedura ili primenom poluiterativnih i/ili poluinkrementalnih procedura. Nelinearne dinamičke analize su klasifikovane prema konceptu matematičke formulacije, odnosno da li se zasnivaju na samo jednoj dinamičkoj analizi, većem broju dinamičkih analiza ili dobijaju rešenja u kombinaciji s drugim metodama. Primenom sprovedene sistematizacije seizmičkih analiza može se vrlo efikasno razmotriti koji tip analize je optimalan za analizu konstrukcija i koji tip analize je potrebno uzeti u obzir u fazi preliminarnih i finalnih analiza za naučna istraživanja i stručne projekte. U radu su, takođe, prikazani aspekti modeliranja prigušenja u analizi konstrukcija sistematizacijom tipova prigušenja i formiranim dijagramima tokova, a u zavisnosti od tipa primenjene analize: linearne i nelinearne, statičke i dinamičke. Sistematizacija prigušenja je sprovedena prema načinu uvođenja u proračun i to preko prigušenja materijala, prigušenja elemenata veze i prigušenja koja se direktno uvode u analize, a koje se sprovode u kapacitativnom, vremenskom i frekventnom domenu. Primenom razvijenih dijagrama tokova, u procesu kreiranja numeričkih modela konstrukcija, može se vrlo efikasno razmotriti koji tip prigušenja treba odabrati i na koji način uvesti prigušenje u analizu konstrukcija. Takođe, primenom razvijenih dijagrama tokova mogu se definisati i alternativni pristupi uvođenja prigušenja u analizu konstrukcija.",
journal = "Građevinski materijali i konstrukcije",
title = "Pregled savremenih seizmičkih analiza i načina uvođenja prigušenja u njima, An overview of modern seismic analyses with different ways of damping introduction",
pages = "30-3",
volume = "60",
doi = "10.5937/grmk1701003C"
}

Ćosić, M., Folić, R.,& Brčić, S.. (2017). Pregled savremenih seizmičkih analiza i načina uvođenja prigušenja u njima. in Građevinski materijali i konstrukcije, 60, 3-30.
https://doi.org/10.5937/grmk1701003C

Ćosić M, Folić R, Brčić S. Pregled savremenih seizmičkih analiza i načina uvođenja prigušenja u njima. in Građevinski materijali i konstrukcije. 2017;60:3-30.
doi:10.5937/grmk1701003C .

Ćosić, Mladen, Folić, Radomir, Brčić, Stanko, "Pregled savremenih seizmičkih analiza i načina uvođenja prigušenja u njima" in Građevinski materijali i konstrukcije, 60 (2017):3-30,
https://doi.org/10.5937/grmk1701003C . .

TY  - JOUR
AU  - Ćorić, Stanko
AU  - Brčić, Stanko
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/787
AB  - In this paper the phenomenon of instability of frames in elasto-plastic domain was investigated. Numerical analysis was performed by the finite element method. Stiffness matrices were derived using the trigonometric shape functions related to exact solution of the differential equation of bending according to the second order theory. When the buckling of structure occurs in plastic domain, it is necessary to replace the constant modulus of elasticity E with the tangent modulus Et. Tangent modulus is stress dependent function and takes into account the changes of the member stiffness in the inelastic range. For the purposes of numerical investigation in this analysis, part of the computer program ALIN was created in a way that this program now can be used for elastic and elasto-plastic stability analysis of frame structures. This program is developed in the C++ programming language. Using this program, it is possible to calculate the critical load of frames in the elastic and inelastic domain. In this analysis, the algorithm for the calculation of buckling lengths of compressed columns of the frames was also established. The algorithm is based on the calculation of the global stability analysis of frame structures. Results obtained using this algorithm were compared with the approximate solutions from the European (EC3) and national (JUS) standards for the steel structures. By the given procedure in this paper it is possible to follow the behavior of the plane frames in plastic domain and to calculate the real critical load in that domain.
AB  - U ovom radu istraživan je fenomen gubitka stabilnosti okvirnih nosača u elasto-plastičnoj oblasti. Numerička analiza je sprovedena primenom metode konačnih elemenata. Matrice krutosti su izvedene korišćenjem trigonometrijskih interpolacionih funkcija koje se odnose na tačno rešenje diferencijalne jednačine savijanja štapa prema teoriji drugog reda. U slučaju kada se izvijanje konstrukcije dešava u plastičnoj oblasti, konstantan modul elastičnosti E u matrici krutosti zamenjen je tangentnim modulom Et koji prati promenu krutosti štapa u neelastičnoj oblasti i funkcija je nivoa opterećenja u štapu. Za potrebe ove analize formiran je deo računarskog programa ALIN koji može da se koristi za elastičnu i elasto-plastičnu analizu stabilnosti okvirnih konstrukcija. Program je napisan u C++ programskom jeziku. Primenom ovog programa omogućeno je i određivanje kritičnog opterećenja okvirnih nosača u elastičnoj i neelastičnoj oblasti. U ovom istraživanju formiran je i algoritam za proračun dužina izvijanja pritisnutih štapova stubova okvirnih nosača, a koji se bazira na proračunu globalne analize stabilnosti okvirne konstrukcije. Rezultati dobijeni primenom ovog algoritma upoređeni su s rešenjima koja se dobijaju korišćenjem evropskih EC3 i domaćih JUS standarda za okvirne čelične konstrukcije, a koja su približnog karaktera. Na osnovu postupka koji je dat u ovom radu moguće je praćenje fenomena gubitka stabilnosti okvirnog nosača u plastičnoj oblasti i direktno određivanje njegove kritične sile u toj oblasti.
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Nonlinear stability analysis of the frame structures
T1  - Nelinearna analiza stabilnosti okvirnih nosača
EP  - 44
IS  - 3
SP  - 27
VL  - 59
DO  - 10.5937/grmk1603027C
ER  - 

@article{
author = "Ćorić, Stanko and Brčić, Stanko",
year = "2016",
abstract = "In this paper the phenomenon of instability of frames in elasto-plastic domain was investigated. Numerical analysis was performed by the finite element method. Stiffness matrices were derived using the trigonometric shape functions related to exact solution of the differential equation of bending according to the second order theory. When the buckling of structure occurs in plastic domain, it is necessary to replace the constant modulus of elasticity E with the tangent modulus Et. Tangent modulus is stress dependent function and takes into account the changes of the member stiffness in the inelastic range. For the purposes of numerical investigation in this analysis, part of the computer program ALIN was created in a way that this program now can be used for elastic and elasto-plastic stability analysis of frame structures. This program is developed in the C++ programming language. Using this program, it is possible to calculate the critical load of frames in the elastic and inelastic domain. In this analysis, the algorithm for the calculation of buckling lengths of compressed columns of the frames was also established. The algorithm is based on the calculation of the global stability analysis of frame structures. Results obtained using this algorithm were compared with the approximate solutions from the European (EC3) and national (JUS) standards for the steel structures. By the given procedure in this paper it is possible to follow the behavior of the plane frames in plastic domain and to calculate the real critical load in that domain., U ovom radu istraživan je fenomen gubitka stabilnosti okvirnih nosača u elasto-plastičnoj oblasti. Numerička analiza je sprovedena primenom metode konačnih elemenata. Matrice krutosti su izvedene korišćenjem trigonometrijskih interpolacionih funkcija koje se odnose na tačno rešenje diferencijalne jednačine savijanja štapa prema teoriji drugog reda. U slučaju kada se izvijanje konstrukcije dešava u plastičnoj oblasti, konstantan modul elastičnosti E u matrici krutosti zamenjen je tangentnim modulom Et koji prati promenu krutosti štapa u neelastičnoj oblasti i funkcija je nivoa opterećenja u štapu. Za potrebe ove analize formiran je deo računarskog programa ALIN koji može da se koristi za elastičnu i elasto-plastičnu analizu stabilnosti okvirnih konstrukcija. Program je napisan u C++ programskom jeziku. Primenom ovog programa omogućeno je i određivanje kritičnog opterećenja okvirnih nosača u elastičnoj i neelastičnoj oblasti. U ovom istraživanju formiran je i algoritam za proračun dužina izvijanja pritisnutih štapova stubova okvirnih nosača, a koji se bazira na proračunu globalne analize stabilnosti okvirne konstrukcije. Rezultati dobijeni primenom ovog algoritma upoređeni su s rešenjima koja se dobijaju korišćenjem evropskih EC3 i domaćih JUS standarda za okvirne čelične konstrukcije, a koja su približnog karaktera. Na osnovu postupka koji je dat u ovom radu moguće je praćenje fenomena gubitka stabilnosti okvirnog nosača u plastičnoj oblasti i direktno određivanje njegove kritične sile u toj oblasti.",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Nonlinear stability analysis of the frame structures, Nelinearna analiza stabilnosti okvirnih nosača",
pages = "44-27",
number = "3",
volume = "59",
doi = "10.5937/grmk1603027C"
}

Ćorić, S.,& Brčić, S.. (2016). Nonlinear stability analysis of the frame structures. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 59(3), 27-44.
https://doi.org/10.5937/grmk1603027C

Ćorić S, Brčić S. Nonlinear stability analysis of the frame structures. in Građevinski materijali i konstrukcije. 2016;59(3):27-44.
doi:10.5937/grmk1603027C .

Ćorić, Stanko, Brčić, Stanko, "Nonlinear stability analysis of the frame structures" in Građevinski materijali i konstrukcije, 59, no. 3 (2016):27-44,
https://doi.org/10.5937/grmk1603027C . .

TY  - JOUR
AU  - Šarkić-Glumac, Anina
AU  - Ruediger, Hoeffer
AU  - Brčić, Stanko
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/692
AB  - This paper presents the results of the application of the large eddy simulation (LES) numerical method with the aim of investigating static coefficients and nonstationary flutter derivatives for a common symmetric bridge deck section. The results are compared with those of the unsteady Reynolds-averaged Navier-Stokes (URANS) study. The results of the investigated numerical simulations are validated by force and pressure measurements from wind tunnel experiments. In addition to the commonly used representation of flutter derivatives based on the integrated forces, the paper uses cross-sectional representation by tracking the contributions of nonstationary coefficients around the bridge deck section. Besides providing a better insight into the physical mechanism, the cross-sectional representation seems to be a powerful tool for identifying deficiencies in visualizing the impact of flow separations on flutter derivatives.
PB  - Elsevier
T2  - Journal of Wind Engineering and Industrial Aerodynamics
T1  - Numerical simulations and experimental validations of force coefficients and flutter derivatives of a bridge deck
EP  - 182
SP  - 172
VL  - 144
DO  - 10.1016/j.jweia.2015.04.017
ER  - 

@article{
author = "Šarkić-Glumac, Anina and Ruediger, Hoeffer and Brčić, Stanko",
year = "2015",
abstract = "This paper presents the results of the application of the large eddy simulation (LES) numerical method with the aim of investigating static coefficients and nonstationary flutter derivatives for a common symmetric bridge deck section. The results are compared with those of the unsteady Reynolds-averaged Navier-Stokes (URANS) study. The results of the investigated numerical simulations are validated by force and pressure measurements from wind tunnel experiments. In addition to the commonly used representation of flutter derivatives based on the integrated forces, the paper uses cross-sectional representation by tracking the contributions of nonstationary coefficients around the bridge deck section. Besides providing a better insight into the physical mechanism, the cross-sectional representation seems to be a powerful tool for identifying deficiencies in visualizing the impact of flow separations on flutter derivatives.",
publisher = "Elsevier",
journal = "Journal of Wind Engineering and Industrial Aerodynamics",
title = "Numerical simulations and experimental validations of force coefficients and flutter derivatives of a bridge deck",
pages = "182-172",
volume = "144",
doi = "10.1016/j.jweia.2015.04.017"
}

Šarkić-Glumac, A., Ruediger, H.,& Brčić, S.. (2015). Numerical simulations and experimental validations of force coefficients and flutter derivatives of a bridge deck. in Journal of Wind Engineering and Industrial Aerodynamics
Elsevier., 144, 172-182.
https://doi.org/10.1016/j.jweia.2015.04.017

Šarkić-Glumac A, Ruediger H, Brčić S. Numerical simulations and experimental validations of force coefficients and flutter derivatives of a bridge deck. in Journal of Wind Engineering and Industrial Aerodynamics. 2015;144:172-182.
doi:10.1016/j.jweia.2015.04.017 .

Šarkić-Glumac, Anina, Ruediger, Hoeffer, Brčić, Stanko, "Numerical simulations and experimental validations of force coefficients and flutter derivatives of a bridge deck" in Journal of Wind Engineering and Industrial Aerodynamics, 144 (2015):172-182,
https://doi.org/10.1016/j.jweia.2015.04.017 . .

TY  - JOUR
AU  - Ćorić, Stanko
AU  - Brčić, Stanko
AU  - Vatin, Nikolai
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2857
AB  - This paper presents the procedure for stability analysis of frames in elastic-plastic domain using the concept of the tangent modulus. When the buckling of structure occurs in plastic domain, it is necessary to replace the constant modulus of elasticity E with the tangent modulus Et. Tangent modulus is stress dependent function and takes into account the changes of the member stiffness in the inelastic range. Formulation of the corresponding stiffness matrices is based upon the solution of the equation of bending of the beam according to the second order theory. Numerical analysis was performed using the code ALIN, developed in the C++ programming language.
PB  - Trans Tech Publications, Switzerland
T2  - Applied Mechanics and Materials
T1  - Elasto-plastic stability analysis of the frame structures using the tangent modulus approach
EP  - 874
SP  - 869
VL  - 725-726
DO  - 10.4028/www.scientific.net/AMM.725-726.869
ER  - 

@article{
author = "Ćorić, Stanko and Brčić, Stanko and Vatin, Nikolai",
year = "2015",
abstract = "This paper presents the procedure for stability analysis of frames in elastic-plastic domain using the concept of the tangent modulus. When the buckling of structure occurs in plastic domain, it is necessary to replace the constant modulus of elasticity E with the tangent modulus Et. Tangent modulus is stress dependent function and takes into account the changes of the member stiffness in the inelastic range. Formulation of the corresponding stiffness matrices is based upon the solution of the equation of bending of the beam according to the second order theory. Numerical analysis was performed using the code ALIN, developed in the C++ programming language.",
publisher = "Trans Tech Publications, Switzerland",
journal = "Applied Mechanics and Materials",
title = "Elasto-plastic stability analysis of the frame structures using the tangent modulus approach",
pages = "874-869",
volume = "725-726",
doi = "10.4028/www.scientific.net/AMM.725-726.869"
}

Ćorić, S., Brčić, S.,& Vatin, N.. (2015). Elasto-plastic stability analysis of the frame structures using the tangent modulus approach. in Applied Mechanics and Materials
Trans Tech Publications, Switzerland., 725-726, 869-874.
https://doi.org/10.4028/www.scientific.net/AMM.725-726.869

Ćorić S, Brčić S, Vatin N. Elasto-plastic stability analysis of the frame structures using the tangent modulus approach. in Applied Mechanics and Materials. 2015;725-726:869-874.
doi:10.4028/www.scientific.net/AMM.725-726.869 .

Ćorić, Stanko, Brčić, Stanko, Vatin, Nikolai, "Elasto-plastic stability analysis of the frame structures using the tangent modulus approach" in Applied Mechanics and Materials, 725-726 (2015):869-874,
https://doi.org/10.4028/www.scientific.net/AMM.725-726.869 . .

TY  - CONF
AU  - Ćorić, Stanko
AU  - Brčić, Stanko
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1299
PB  - Serbian Society of Mecahnics ; Faculty of Technical Sciences, Belgrade ; Novi Sad
C3  - Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015
T1  - Behavior of the frame structures in elasto-plastic domain
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1299
ER  - 

@conference{
author = "Ćorić, Stanko and Brčić, Stanko",
year = "2015",
publisher = "Serbian Society of Mecahnics ; Faculty of Technical Sciences, Belgrade ; Novi Sad",
journal = "Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015",
title = "Behavior of the frame structures in elasto-plastic domain",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1299"
}

Ćorić, S.,& Brčić, S.. (2015). Behavior of the frame structures in elasto-plastic domain. in Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015
Serbian Society of Mecahnics ; Faculty of Technical Sciences, Belgrade ; Novi Sad..
https://hdl.handle.net/21.15107/rcub_grafar_1299

Ćorić S, Brčić S. Behavior of the frame structures in elasto-plastic domain. in Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015. 2015;.
https://hdl.handle.net/21.15107/rcub_grafar_1299 .

Ćorić, Stanko, Brčić, Stanko, "Behavior of the frame structures in elasto-plastic domain" in Proceedings / The 5th International Congress of Serbian Society of Mechanics, Arandjelovac, June 15-17, 2015 (2015),
https://hdl.handle.net/21.15107/rcub_grafar_1299 .

TY  - CONF
AU  - Brčić, Stanko
AU  - Mišković, Zoran
AU  - Vučković, Dejan
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1246
PB  - Građevinski fakultet, Subotica
C3  - Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
T1  - Propagation of vibrations at the Zemun side of the Zemun-Borča bridge
T1  - Propagacija vibracija na zemunskoj strani mosta Zemun-Borča
EP  - 160
SP  - 155
VL  - 30
DO  - 10.14415/konferencijaGFS2014.020
ER  - 

@conference{
author = "Brčić, Stanko and Mišković, Zoran and Vučković, Dejan",
year = "2014",
publisher = "Građevinski fakultet, Subotica",
journal = "Međunarodna konferencija Savremena dostignuća u građevinarstvu 25",
title = "Propagation of vibrations at the Zemun side of the Zemun-Borča bridge, Propagacija vibracija na zemunskoj strani mosta Zemun-Borča",
pages = "160-155",
volume = "30",
doi = "10.14415/konferencijaGFS2014.020"
}

Brčić, S., Mišković, Z.,& Vučković, D.. (2014). Propagation of vibrations at the Zemun side of the Zemun-Borča bridge. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
Građevinski fakultet, Subotica., 30, 155-160.
https://doi.org/10.14415/konferencijaGFS2014.020

Brčić S, Mišković Z, Vučković D. Propagation of vibrations at the Zemun side of the Zemun-Borča bridge. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25. 2014;30:155-160.
doi:10.14415/konferencijaGFS2014.020 .

Brčić, Stanko, Mišković, Zoran, Vučković, Dejan, "Propagation of vibrations at the Zemun side of the Zemun-Borča bridge" in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 30 (2014):155-160,
https://doi.org/10.14415/konferencijaGFS2014.020 . .

TY  - CONF
AU  - Šarkić-Glumac, Anina
AU  - Hoffer, Rudiger
AU  - Brčić, Stanko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1255
AB  - The widely used formulation of aeroelastic forces presented in the work of Scanlan and Tomko (1971) relies on the frequency dependent coefficients - flutter derivatives and wind tunnel experiments as their identification tool. The lack of analytical solution for flutter phenomena at bridges is related to the complexity of flow separations from a typical bridge deck. Numerical approaches can be considered for identification of aeroelastic forces. Nevertheless, it has to be kept in mind that numerical simulations are often jeopardized by the limitations related to poor detection of separation regions. In order to estimate the influence of these limitations over the computed flutter derivatives, this study employs 3D Large Eddy Simulation (LES) and 2D Unsteady Reynolds-Averaged Navier-Stokes (URANS) approaches.
PB  - Meteorological Institute, CEN, University of Hamburg, Hamburg
C3  - Abstracts of the 6th International Symposium on Computational Wind Engineering, Hamburg, Germany, 8th-12th June 2014 : CWE2014
T1  - Computation of flow separations from bridge girders and effects on flutter derivatives
EP  - 150
SP  - 147
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1255
ER  - 

@conference{
author = "Šarkić-Glumac, Anina and Hoffer, Rudiger and Brčić, Stanko",
year = "2014",
abstract = "The widely used formulation of aeroelastic forces presented in the work of Scanlan and Tomko (1971) relies on the frequency dependent coefficients - flutter derivatives and wind tunnel experiments as their identification tool. The lack of analytical solution for flutter phenomena at bridges is related to the complexity of flow separations from a typical bridge deck. Numerical approaches can be considered for identification of aeroelastic forces. Nevertheless, it has to be kept in mind that numerical simulations are often jeopardized by the limitations related to poor detection of separation regions. In order to estimate the influence of these limitations over the computed flutter derivatives, this study employs 3D Large Eddy Simulation (LES) and 2D Unsteady Reynolds-Averaged Navier-Stokes (URANS) approaches.",
publisher = "Meteorological Institute, CEN, University of Hamburg, Hamburg",
journal = "Abstracts of the 6th International Symposium on Computational Wind Engineering, Hamburg, Germany, 8th-12th June 2014 : CWE2014",
title = "Computation of flow separations from bridge girders and effects on flutter derivatives",
pages = "150-147",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1255"
}

Šarkić-Glumac, A., Hoffer, R.,& Brčić, S.. (2014). Computation of flow separations from bridge girders and effects on flutter derivatives. in Abstracts of the 6th International Symposium on Computational Wind Engineering, Hamburg, Germany, 8th-12th June 2014 : CWE2014
Meteorological Institute, CEN, University of Hamburg, Hamburg., 147-150.
https://hdl.handle.net/21.15107/rcub_grafar_1255

Šarkić-Glumac A, Hoffer R, Brčić S. Computation of flow separations from bridge girders and effects on flutter derivatives. in Abstracts of the 6th International Symposium on Computational Wind Engineering, Hamburg, Germany, 8th-12th June 2014 : CWE2014. 2014;:147-150.
https://hdl.handle.net/21.15107/rcub_grafar_1255 .

Šarkić-Glumac, Anina, Hoffer, Rudiger, Brčić, Stanko, "Computation of flow separations from bridge girders and effects on flutter derivatives" in Abstracts of the 6th International Symposium on Computational Wind Engineering, Hamburg, Germany, 8th-12th June 2014 : CWE2014 (2014):147-150,
https://hdl.handle.net/21.15107/rcub_grafar_1255 .

TY  - CONF
AU  - Šarkić-Glumac, Anina
AU  - Jočković, Miloš
AU  - Brčić, Stanko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1155
AB  - Bridge flutter phenomenon presents an important criterion of instability, which has to be considered in the bridge design phase. This paper presents different bridge flutter methods which can be used to solve the flutter problem, such as most commonly used frequency-domain approach, then equivalent approuch in time-domain, and the approximation based on the quasi-steady theory. A numerical example related to the tipical bridge cross-section follows presented approaches.
AB  - Феномен флатера мостова представља вазан критеријум стабилности, који мора бити узет у обзир током процеса пројектовања. У овом раду су приказане различите методе за решавање проблема флатера, међу којима су приступ у фреквентном домену, еквивалентни приступ у временском домену, као и апроксимација на бази квази-стационарне теорије. Нумерички пример типичног попрепчног пресека моста прати приказане приступе.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova Građevinskog fakulteta
T1  - Frequency- and time-domain methods related to flutter instability problem
T1  - Analiza problema flatera u vremenskom i frekventnom domenu
EP  - 445
EP  - 
SP  - 439
VL  - 30
DO  - 10.14415/konferencijaGFS2014.060
ER  - 

@conference{
author = "Šarkić-Glumac, Anina and Jočković, Miloš and Brčić, Stanko",
year = "2014",
abstract = "Bridge flutter phenomenon presents an important criterion of instability, which has to be considered in the bridge design phase. This paper presents different bridge flutter methods which can be used to solve the flutter problem, such as most commonly used frequency-domain approach, then equivalent approuch in time-domain, and the approximation based on the quasi-steady theory. A numerical example related to the tipical bridge cross-section follows presented approaches., Феномен флатера мостова представља вазан критеријум стабилности, који мора бити узет у обзир током процеса пројектовања. У овом раду су приказане различите методе за решавање проблема флатера, међу којима су приступ у фреквентном домену, еквивалентни приступ у временском домену, као и апроксимација на бази квази-стационарне теорије. Нумерички пример типичног попрепчног пресека моста прати приказане приступе.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova Građevinskog fakulteta",
title = "Frequency- and time-domain methods related to flutter instability problem, Analiza problema flatera u vremenskom i frekventnom domenu",
pages = "445--439",
volume = "30",
doi = "10.14415/konferencijaGFS2014.060"
}

Šarkić-Glumac, A., Jočković, M.,& Brčić, S.. (2014). Frequency- and time-domain methods related to flutter instability problem. in Zbornik radova Građevinskog fakulteta
Građevinski fakultet, Subotica., 30, 439-445.
https://doi.org/10.14415/konferencijaGFS2014.060

Šarkić-Glumac A, Jočković M, Brčić S. Frequency- and time-domain methods related to flutter instability problem. in Zbornik radova Građevinskog fakulteta. 2014;30:439-445.
doi:10.14415/konferencijaGFS2014.060 .

Šarkić-Glumac, Anina, Jočković, Miloš, Brčić, Stanko, "Frequency- and time-domain methods related to flutter instability problem" in Zbornik radova Građevinskog fakulteta, 30 (2014):439-445,
https://doi.org/10.14415/konferencijaGFS2014.060 . .

TY  - JOUR
AU  - Šarkić-Glumac, Anina
AU  - Jočković, Miloš
AU  - Brčić, Stanko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/560
AB  - Bridge flutter phenomenon presents an important criterion of instability, which should be considered in the bridge design phase. This paper presents different bridge flutter methods which can be used to solve the flutter problem. Most commonly used frequency-domain approach is based on the formulation of aero elastic forces with frequency dependent coefficients called flutter derivatives. The critical wind speed, as the main critical condition for the onset of flutter is obtained based on these aero elastic forces. Aero elastic forces can be also expressed in the time-domain, using so-called indicial functions. These functions are usually determined from the corresponding flutter derivatives. In situations when fluid-memory effects tend to become small the quasi-steady theory can be used as an approximation of aero elastic forces. A numerical example related to the typical bridge cross-section follows presented approaches. .
AB  - Fenomen flatera mostova predstavlja važan kriterijum stabilnosti, koji mora biti uzet u obzir tokom procesa projektovanja mosta. U ovom radu su prikazane različite metode koje se mogu koristiti pri rešavanju problema flatera. Najčešće korišćeni pristup je u frekventnom domenu i baziran je na formulaciji aeroelastičnih sila putem frekventno zavisnih koeficijenata koji se nazivaju flater derivati. Na osnovu ovako izraženih aeroelastičnih sila, određuje se kritična brzina vetra, kao glavni uslov za nastanak flatera. Aeroelastične sile mogu se takođe izraziti i u vremenskom domenu, pomoću takozvanih indicijalnih funkcija. Ove funkcije su najčešće određene iz odgovarajućih flater derivata. U slučajevima kada su efekti memorije fluida zanemarljivi, kvaziustaljena teorija može se koristiti za aproksimaciju aeroelastičnih sila. Numerički primer tipičnog poprečnog preseka mosta prati prikazane pristupe. .
PB  - Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd
T2  - Građevinski materijali i konstrukcije
T1  - Frequency- and time-domain methods related to flutter instability problem
T1  - Metode analize flatera u frekventnom i vremenskom domenu
EP  - 56
IS  - 2
SP  - 39
VL  - 57
DO  - 10.5937/grmk1402039S
ER  - 

@article{
author = "Šarkić-Glumac, Anina and Jočković, Miloš and Brčić, Stanko",
year = "2014",
abstract = "Bridge flutter phenomenon presents an important criterion of instability, which should be considered in the bridge design phase. This paper presents different bridge flutter methods which can be used to solve the flutter problem. Most commonly used frequency-domain approach is based on the formulation of aero elastic forces with frequency dependent coefficients called flutter derivatives. The critical wind speed, as the main critical condition for the onset of flutter is obtained based on these aero elastic forces. Aero elastic forces can be also expressed in the time-domain, using so-called indicial functions. These functions are usually determined from the corresponding flutter derivatives. In situations when fluid-memory effects tend to become small the quasi-steady theory can be used as an approximation of aero elastic forces. A numerical example related to the typical bridge cross-section follows presented approaches. ., Fenomen flatera mostova predstavlja važan kriterijum stabilnosti, koji mora biti uzet u obzir tokom procesa projektovanja mosta. U ovom radu su prikazane različite metode koje se mogu koristiti pri rešavanju problema flatera. Najčešće korišćeni pristup je u frekventnom domenu i baziran je na formulaciji aeroelastičnih sila putem frekventno zavisnih koeficijenata koji se nazivaju flater derivati. Na osnovu ovako izraženih aeroelastičnih sila, određuje se kritična brzina vetra, kao glavni uslov za nastanak flatera. Aeroelastične sile mogu se takođe izraziti i u vremenskom domenu, pomoću takozvanih indicijalnih funkcija. Ove funkcije su najčešće određene iz odgovarajućih flater derivata. U slučajevima kada su efekti memorije fluida zanemarljivi, kvaziustaljena teorija može se koristiti za aproksimaciju aeroelastičnih sila. Numerički primer tipičnog poprečnog preseka mosta prati prikazane pristupe. .",
publisher = "Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd",
journal = "Građevinski materijali i konstrukcije",
title = "Frequency- and time-domain methods related to flutter instability problem, Metode analize flatera u frekventnom i vremenskom domenu",
pages = "56-39",
number = "2",
volume = "57",
doi = "10.5937/grmk1402039S"
}

Šarkić-Glumac, A., Jočković, M.,& Brčić, S.. (2014). Frequency- and time-domain methods related to flutter instability problem. in Građevinski materijali i konstrukcije
Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd., 57(2), 39-56.
https://doi.org/10.5937/grmk1402039S

Šarkić-Glumac A, Jočković M, Brčić S. Frequency- and time-domain methods related to flutter instability problem. in Građevinski materijali i konstrukcije. 2014;57(2):39-56.
doi:10.5937/grmk1402039S .

Šarkić-Glumac, Anina, Jočković, Miloš, Brčić, Stanko, "Frequency- and time-domain methods related to flutter instability problem" in Građevinski materijali i konstrukcije, 57, no. 2 (2014):39-56,
https://doi.org/10.5937/grmk1402039S . .

TY  - CONF
AU  - Ćorić, Stanko
AU  - Brčić, Stanko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1206
AB  - This paper presents the procedure for stability analysis of frame structures in elasto-plastic domain. This analysis is performed using the code ALIN, developed in the C++ programming language. In this code the stiffness matrix is derived using interpolation functions related to the exact solution of the differential equation of bending of a beam according to the second-order theory. Also, the concept of tangent modulus is applied for the stability calculation in the inelastic domain.
PB  - Građevinski fakultet, Subotica
C3  - Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
T1  - Elasto-plastic stability calculation of the frame structures using the code ALIN
T1  - Elasto-plastična analiza stabilnosti okvirnih nosača pomoću programa ALIN
EP  - 479
SP  - 473
VL  - 30
DO  - 10.14415/konferencijaGFS2014.064
ER  - 

@conference{
author = "Ćorić, Stanko and Brčić, Stanko",
year = "2014",
abstract = "This paper presents the procedure for stability analysis of frame structures in elasto-plastic domain. This analysis is performed using the code ALIN, developed in the C++ programming language. In this code the stiffness matrix is derived using interpolation functions related to the exact solution of the differential equation of bending of a beam according to the second-order theory. Also, the concept of tangent modulus is applied for the stability calculation in the inelastic domain.",
publisher = "Građevinski fakultet, Subotica",
journal = "Međunarodna konferencija Savremena dostignuća u građevinarstvu 25",
title = "Elasto-plastic stability calculation of the frame structures using the code ALIN, Elasto-plastična analiza stabilnosti okvirnih nosača pomoću programa ALIN",
pages = "479-473",
volume = "30",
doi = "10.14415/konferencijaGFS2014.064"
}

Ćorić, S.,& Brčić, S.. (2014). Elasto-plastic stability calculation of the frame structures using the code ALIN. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25
Građevinski fakultet, Subotica., 30, 473-479.
https://doi.org/10.14415/konferencijaGFS2014.064

Ćorić S, Brčić S. Elasto-plastic stability calculation of the frame structures using the code ALIN. in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25. 2014;30:473-479.
doi:10.14415/konferencijaGFS2014.064 .

Ćorić, Stanko, Brčić, Stanko, "Elasto-plastic stability calculation of the frame structures using the code ALIN" in Međunarodna konferencija Savremena dostignuća u građevinarstvu 25, 30 (2014):473-479,
https://doi.org/10.14415/konferencijaGFS2014.064 . .

TY  - CONF
AU  - Ćorić, Stanko
AU  - Brčić, Stanko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1211
PB  - Univerzitet Crne Gore, Građevinski fakultet, Podgorica
C3  - Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa
T1  - Application of the tangent modulus theory to the elasto-plastic stability analysis of the frames
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1211
ER  - 

@conference{
author = "Ćorić, Stanko and Brčić, Stanko",
year = "2014",
publisher = "Univerzitet Crne Gore, Građevinski fakultet, Podgorica",
journal = "Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa",
title = "Application of the tangent modulus theory to the elasto-plastic stability analysis of the frames",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1211"
}

Ćorić, S.,& Brčić, S.. (2014). Application of the tangent modulus theory to the elasto-plastic stability analysis of the frames. in Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa
Univerzitet Crne Gore, Građevinski fakultet, Podgorica..
https://hdl.handle.net/21.15107/rcub_grafar_1211

Ćorić S, Brčić S. Application of the tangent modulus theory to the elasto-plastic stability analysis of the frames. in Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa. 2014;.
https://hdl.handle.net/21.15107/rcub_grafar_1211 .

Ćorić, Stanko, Brčić, Stanko, "Application of the tangent modulus theory to the elasto-plastic stability analysis of the frames" in Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa (2014),
https://hdl.handle.net/21.15107/rcub_grafar_1211 .

TY  - CONF
AU  - Brčić, Stanko
AU  - Ćorić, Stanko
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2865
AB  - U ovom radu je prikazana analiza uticaja mogućeg zemljotresa na jednostavan objekat, ali koji zbog svoje namene, skaldištenja radioaktivnog otpada, spada u "Objekate van kategorije". Dinamička analiza je obavljena primenom multimodalne spektralne analize u skladu sa odredbama Evrokoda 8, kao i primenom analize u vremenskom domenu rešavanjem diferencijalnih jednačina kretanja  za usvojeni akcelerogram kopaoničkog zemljotresa. Prikazane su osnovne geodinamičke karakteristike tla i konstrukcije, kao i spektar i akcelerogram izabranog reprezentativnog zemljotresa. Osim osnovnih dinamičikh karakteristika konstrukcije, dati su neki dobijeni rezultati maksimalnih pomeranja u uslovima zemljotresa, kao i maksimalnih uticaja u elementima konstrukcije. Imajući u vidu predviđen način odlaganja radioaktivnog otpada, razmatrano je i moguće klizanje i preturanje paleta sa otpadom u uslovima zemljotresnog dejstva.
PB  - Savez građevinskih inženjera Srbije
C3  - Drugo naučno-stručno savetovanje „Zemlјotresno inženjerstvo i inženjerska seizmologija“
T1  - Dinamička analiza skladišta radioaktivnog otpada u Vinči
EP  - 146
SP  - 141
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2865
ER  - 

@conference{
author = "Brčić, Stanko and Ćorić, Stanko",
year = "2010",
abstract = "U ovom radu je prikazana analiza uticaja mogućeg zemljotresa na jednostavan objekat, ali koji zbog svoje namene, skaldištenja radioaktivnog otpada, spada u "Objekate van kategorije". Dinamička analiza je obavljena primenom multimodalne spektralne analize u skladu sa odredbama Evrokoda 8, kao i primenom analize u vremenskom domenu rešavanjem diferencijalnih jednačina kretanja  za usvojeni akcelerogram kopaoničkog zemljotresa. Prikazane su osnovne geodinamičke karakteristike tla i konstrukcije, kao i spektar i akcelerogram izabranog reprezentativnog zemljotresa. Osim osnovnih dinamičikh karakteristika konstrukcije, dati su neki dobijeni rezultati maksimalnih pomeranja u uslovima zemljotresa, kao i maksimalnih uticaja u elementima konstrukcije. Imajući u vidu predviđen način odlaganja radioaktivnog otpada, razmatrano je i moguće klizanje i preturanje paleta sa otpadom u uslovima zemljotresnog dejstva.",
publisher = "Savez građevinskih inženjera Srbije",
journal = "Drugo naučno-stručno savetovanje „Zemlјotresno inženjerstvo i inženjerska seizmologija“",
title = "Dinamička analiza skladišta radioaktivnog otpada u Vinči",
pages = "146-141",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2865"
}

Brčić, S.,& Ćorić, S.. (2010). Dinamička analiza skladišta radioaktivnog otpada u Vinči. in Drugo naučno-stručno savetovanje „Zemlјotresno inženjerstvo i inženjerska seizmologija“
Savez građevinskih inženjera Srbije., 141-146.
https://hdl.handle.net/21.15107/rcub_grafar_2865

Brčić S, Ćorić S. Dinamička analiza skladišta radioaktivnog otpada u Vinči. in Drugo naučno-stručno savetovanje „Zemlјotresno inženjerstvo i inženjerska seizmologija“. 2010;:141-146.
https://hdl.handle.net/21.15107/rcub_grafar_2865 .

Brčić, Stanko, Ćorić, Stanko, "Dinamička analiza skladišta radioaktivnog otpada u Vinči" in Drugo naučno-stručno savetovanje „Zemlјotresno inženjerstvo i inženjerska seizmologija“ (2010):141-146,
https://hdl.handle.net/21.15107/rcub_grafar_2865 .

TY  - CONF
AU  - Brčić, Stanko
AU  - Petronijević, Mira
AU  - Nefovska-Danilović, Marija
PY  - 2009
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2860
AB  - The paper is discussing a train-induced vibration analysis related to the new railway station “Belgrade-Center” in Prokop. The station is not jet built, but above the station area of approximately 400 x 100 m a huge RC plate, supported on the corresponding columns, is built. That platform is going to support the future commercial area, of about 120 000m2, so the train-induced vibrations are an important issue for the future objects on the platform. Combined numerical simulations of vibration propagation and corresponding measurements related to the station in general and particularly to that platform are presented in the paper.
C3  - 13th International Symposium of MASE, Ohrid, Macedonia
T1  - Train-induced vibrations: a case study
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2860
ER  - 

@conference{
author = "Brčić, Stanko and Petronijević, Mira and Nefovska-Danilović, Marija",
year = "2009",
abstract = "The paper is discussing a train-induced vibration analysis related to the new railway station “Belgrade-Center” in Prokop. The station is not jet built, but above the station area of approximately 400 x 100 m a huge RC plate, supported on the corresponding columns, is built. That platform is going to support the future commercial area, of about 120 000m2, so the train-induced vibrations are an important issue for the future objects on the platform. Combined numerical simulations of vibration propagation and corresponding measurements related to the station in general and particularly to that platform are presented in the paper.",
journal = "13th International Symposium of MASE, Ohrid, Macedonia",
title = "Train-induced vibrations: a case study",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2860"
}

Brčić, S., Petronijević, M.,& Nefovska-Danilović, M.. (2009). Train-induced vibrations: a case study. in 13th International Symposium of MASE, Ohrid, Macedonia.
https://hdl.handle.net/21.15107/rcub_grafar_2860

Brčić S, Petronijević M, Nefovska-Danilović M. Train-induced vibrations: a case study. in 13th International Symposium of MASE, Ohrid, Macedonia. 2009;.
https://hdl.handle.net/21.15107/rcub_grafar_2860 .

Brčić, Stanko, Petronijević, Mira, Nefovska-Danilović, Marija, "Train-induced vibrations: a case study" in 13th International Symposium of MASE, Ohrid, Macedonia (2009),
https://hdl.handle.net/21.15107/rcub_grafar_2860 .

TY  - CONF
AU  - Petronijević, Mira
AU  - Brčić, Stanko
AU  - Nefovska-Danilović, Marija
PY  - 2009
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2859
AB  - In this paper numerical modeling of train induced vibration is presented. The wheel force is modeled with assumption that only static component with constant load shape and constant velocity exists. The dynamic and inertial part of loading is neglected. The dynamic response, caused by the calculated moving forces of train “Beovoz”, in the selected points of existing structures at railway station “Belgrade-Center” in Prokop are obtained using the Finite element analysis in the Frequency domain and the Thin layer method. Some of the results are presented.
C3  - 13th International Symposium of MASE, Ohrid, Macedonia
T1  - Train-induced vibrations: moving load modelling
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2859
ER  - 

@conference{
author = "Petronijević, Mira and Brčić, Stanko and Nefovska-Danilović, Marija",
year = "2009",
abstract = "In this paper numerical modeling of train induced vibration is presented. The wheel force is modeled with assumption that only static component with constant load shape and constant velocity exists. The dynamic and inertial part of loading is neglected. The dynamic response, caused by the calculated moving forces of train “Beovoz”, in the selected points of existing structures at railway station “Belgrade-Center” in Prokop are obtained using the Finite element analysis in the Frequency domain and the Thin layer method. Some of the results are presented.",
journal = "13th International Symposium of MASE, Ohrid, Macedonia",
title = "Train-induced vibrations: moving load modelling",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2859"
}

Petronijević, M., Brčić, S.,& Nefovska-Danilović, M.. (2009). Train-induced vibrations: moving load modelling. in 13th International Symposium of MASE, Ohrid, Macedonia.
https://hdl.handle.net/21.15107/rcub_grafar_2859

Petronijević M, Brčić S, Nefovska-Danilović M. Train-induced vibrations: moving load modelling. in 13th International Symposium of MASE, Ohrid, Macedonia. 2009;.
https://hdl.handle.net/21.15107/rcub_grafar_2859 .

Petronijević, Mira, Brčić, Stanko, Nefovska-Danilović, Marija, "Train-induced vibrations: moving load modelling" in 13th International Symposium of MASE, Ohrid, Macedonia (2009),
https://hdl.handle.net/21.15107/rcub_grafar_2859 .

TY  - CONF
AU  - Ćorić, Stanko
AU  - Brčić, Stanko
PY  - 2009
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2866
AB  - This paper deals with elastic stability analysis of the plane frame structures. The main aim is to investigate the accuracy of related parts of European and domestic codes for steel and concrete structures. Numerical analysis of frame structures is performed using the self-developed Matlab computer program. Matrix analysis of the whole structure according to the second order theory, based on the application of trigonometric shape functions, is applied. As opposed to that, the dominant approach given in most structural codes is based upon the stability analysis of compressed structural elements isolated from the structure as a whole. Several numerical examples are given in the paper and comparative analyses presented herein show that, in some cases, solutions given in domestic and European codes are rather inaccurate. For example, the error in the determination of the effective buckling length of frame columns can sometimes exceed even 100%. Finally, it is concluded that innovation of actual codes should be done in the part where the effective buckling length of frame columns is considered. Improvement of this calculation could be achieved using the global stability approach and the corresponding calculation of the critical load for complete structure, as it is presented in the paper.
PB  - Serbian Society of Mechanics
C3  - Proceedings of 2nd  International Congress of Serbian Society of Mechanics
T1  - Column Buckling Investigation of Plane Frames
SP  - C-08:1
VL  - C-08:12
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2866
ER  - 

@conference{
author = "Ćorić, Stanko and Brčić, Stanko",
year = "2009",
abstract = "This paper deals with elastic stability analysis of the plane frame structures. The main aim is to investigate the accuracy of related parts of European and domestic codes for steel and concrete structures. Numerical analysis of frame structures is performed using the self-developed Matlab computer program. Matrix analysis of the whole structure according to the second order theory, based on the application of trigonometric shape functions, is applied. As opposed to that, the dominant approach given in most structural codes is based upon the stability analysis of compressed structural elements isolated from the structure as a whole. Several numerical examples are given in the paper and comparative analyses presented herein show that, in some cases, solutions given in domestic and European codes are rather inaccurate. For example, the error in the determination of the effective buckling length of frame columns can sometimes exceed even 100%. Finally, it is concluded that innovation of actual codes should be done in the part where the effective buckling length of frame columns is considered. Improvement of this calculation could be achieved using the global stability approach and the corresponding calculation of the critical load for complete structure, as it is presented in the paper.",
publisher = "Serbian Society of Mechanics",
journal = "Proceedings of 2nd  International Congress of Serbian Society of Mechanics",
title = "Column Buckling Investigation of Plane Frames",
pages = "C-08:1",
volume = "C-08:12",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2866"
}

Ćorić, S.,& Brčić, S.. (2009). Column Buckling Investigation of Plane Frames. in Proceedings of 2nd  International Congress of Serbian Society of Mechanics
Serbian Society of Mechanics., C-08:12, C-08:1.
https://hdl.handle.net/21.15107/rcub_grafar_2866

Ćorić S, Brčić S. Column Buckling Investigation of Plane Frames. in Proceedings of 2nd  International Congress of Serbian Society of Mechanics. 2009;C-08:12:C-08:1.
https://hdl.handle.net/21.15107/rcub_grafar_2866 .

Ćorić, Stanko, Brčić, Stanko, "Column Buckling Investigation of Plane Frames" in Proceedings of 2nd  International Congress of Serbian Society of Mechanics, C-08:12 (2009):C-08:1,
https://hdl.handle.net/21.15107/rcub_grafar_2866 .

TY  - THES
AU  - Brčić, Stanko
PY  - 1987
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3475
T1  - Dinamičko ponašanje konstrukcija u fluidnoj sredini
T1  - Dynamic behavior of structures in fluid environment
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3475
ER  - 

@phdthesis{
author = "Brčić, Stanko",
year = "1987",
title = "Dinamičko ponašanje konstrukcija u fluidnoj sredini, Dynamic behavior of structures in fluid environment",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3475"
}

Brčić, S.. (1987). Dinamičko ponašanje konstrukcija u fluidnoj sredini. .
https://hdl.handle.net/21.15107/rcub_grafar_3475

Brčić S. Dinamičko ponašanje konstrukcija u fluidnoj sredini. 1987;.
https://hdl.handle.net/21.15107/rcub_grafar_3475 .

Brčić, Stanko, "Dinamičko ponašanje konstrukcija u fluidnoj sredini" (1987),
https://hdl.handle.net/21.15107/rcub_grafar_3475 .