TY  - JOUR
AU  - Mijatović, Ognjen
AU  - Borković, Александар
AU  - Guzijan-Dilber, Matija
AU  - Mišković, Zoran
AU  - Salatić, Ratko
AU  - Mandić, Rastislav
AU  - Golubović-Bugarski, Valentina
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3165
AB  - The objective of this research is to develop a numerical model of one widely used bolted beam splice connection
that dissipates energy through structural damping. The reference experimental setup is carefully designed to
obtain the highly nonlinear dynamic response due to the suddenly released load. The fact that the monolithic
beam with welded connection has a linear response is utilized for the initial calibration of the numerical and
experimental models. Then, the numerical model of bolted beam splice connection is verified and adopted
through an iterative process. The influences of time and spatial integration, bolt load application, element
type, contact formulation, bulk viscosity, and mass scaling are discussed. A special attention is given to the
load application and load release functions. After the verification, the Abaqus/Explicit numerical model is
validated through the comparison with experimental data, where an appropriate friction coefficient is adopted.
It is demonstrated that the nonlinear structural damping occurs due to the complex micro slip behavior at the
contact interface.
T2  - Thin-Walled Structures
T1  - Experimental and numerical study of structural damping in a beam with bolted splice connection
VL  - 186
DO  - 10.1016/j.tws.2023.110661
ER  - 

@article{
author = "Mijatović, Ognjen and Borković, Александар and Guzijan-Dilber, Matija and Mišković, Zoran and Salatić, Ratko and Mandić, Rastislav and Golubović-Bugarski, Valentina",
year = "2023",
abstract = "The objective of this research is to develop a numerical model of one widely used bolted beam splice connection
that dissipates energy through structural damping. The reference experimental setup is carefully designed to
obtain the highly nonlinear dynamic response due to the suddenly released load. The fact that the monolithic
beam with welded connection has a linear response is utilized for the initial calibration of the numerical and
experimental models. Then, the numerical model of bolted beam splice connection is verified and adopted
through an iterative process. The influences of time and spatial integration, bolt load application, element
type, contact formulation, bulk viscosity, and mass scaling are discussed. A special attention is given to the
load application and load release functions. After the verification, the Abaqus/Explicit numerical model is
validated through the comparison with experimental data, where an appropriate friction coefficient is adopted.
It is demonstrated that the nonlinear structural damping occurs due to the complex micro slip behavior at the
contact interface.",
journal = "Thin-Walled Structures",
title = "Experimental and numerical study of structural damping in a beam with bolted splice connection",
volume = "186",
doi = "10.1016/j.tws.2023.110661"
}

Mijatović, O., Borković, А., Guzijan-Dilber, M., Mišković, Z., Salatić, R., Mandić, R.,& Golubović-Bugarski, V.. (2023). Experimental and numerical study of structural damping in a beam with bolted splice connection. in Thin-Walled Structures, 186.
https://doi.org/10.1016/j.tws.2023.110661

Mijatović O, Borković А, Guzijan-Dilber M, Mišković Z, Salatić R, Mandić R, Golubović-Bugarski V. Experimental and numerical study of structural damping in a beam with bolted splice connection. in Thin-Walled Structures. 2023;186.
doi:10.1016/j.tws.2023.110661 .

Mijatović, Ognjen, Borković, Александар, Guzijan-Dilber, Matija, Mišković, Zoran, Salatić, Ratko, Mandić, Rastislav, Golubović-Bugarski, Valentina, "Experimental and numerical study of structural damping in a beam with bolted splice connection" in Thin-Walled Structures, 186 (2023),
https://doi.org/10.1016/j.tws.2023.110661 . .

TY  - CONF
AU  - Guzjan-Dilber, Matija
AU  - Mijatović, Ognjen
AU  - Mandić, Rastislav
AU  - Salatić, Ratko
AU  - Mišković, Zoran
AU  - Golubović-Bugarski, Valentina
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2387
AB  - Problems involving contact are of great importance in industry related to
mechanical and civil engineering, but also in biomechanics and other applications. The
contact interaction between surfaces in a bolted splice connection joint or area through
which tire interacts with the road is not known a priori, leading to a nonlinear boundary
value problem. Due to the rapid improvement of modern computer technology, today one
can apply the tools of computational mechanics to analyze contact problems with limited
accuracy, depending on design requirements. However, even now most of the standard
finite element software is not fully capable of solving contact problems, including friction,
using robust algorithms. The aim of this paper is to present some basic concepts of Contact
Mechanics. To illustrate the difficulties arising in computational contact mechanics,
Newton-Raphson scheme was used to solve simple 1D contact problem using penalty
method.
C3  - Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA,8th INTERNATIONAL CONFERENCE
T1  - Penalty method for 1d problem of two rods with basic concepts of contact mechanics of frictionless contact
VL  - 319-328
DO  - 10.14415/konferencijaGFS2021.30
ER  - 

@conference{
author = "Guzjan-Dilber, Matija and Mijatović, Ognjen and Mandić, Rastislav and Salatić, Ratko and Mišković, Zoran and Golubović-Bugarski, Valentina",
year = "2021",
abstract = "Problems involving contact are of great importance in industry related to
mechanical and civil engineering, but also in biomechanics and other applications. The
contact interaction between surfaces in a bolted splice connection joint or area through
which tire interacts with the road is not known a priori, leading to a nonlinear boundary
value problem. Due to the rapid improvement of modern computer technology, today one
can apply the tools of computational mechanics to analyze contact problems with limited
accuracy, depending on design requirements. However, even now most of the standard
finite element software is not fully capable of solving contact problems, including friction,
using robust algorithms. The aim of this paper is to present some basic concepts of Contact
Mechanics. To illustrate the difficulties arising in computational contact mechanics,
Newton-Raphson scheme was used to solve simple 1D contact problem using penalty
method.",
journal = "Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA,8th INTERNATIONAL CONFERENCE",
title = "Penalty method for 1d problem of two rods with basic concepts of contact mechanics of frictionless contact",
volume = "319-328",
doi = "10.14415/konferencijaGFS2021.30"
}

Guzjan-Dilber, M., Mijatović, O., Mandić, R., Salatić, R., Mišković, Z.,& Golubović-Bugarski, V.. (2021). Penalty method for 1d problem of two rods with basic concepts of contact mechanics of frictionless contact. in Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA,8th INTERNATIONAL CONFERENCE, 319-328.
https://doi.org/10.14415/konferencijaGFS2021.30

Guzjan-Dilber M, Mijatović O, Mandić R, Salatić R, Mišković Z, Golubović-Bugarski V. Penalty method for 1d problem of two rods with basic concepts of contact mechanics of frictionless contact. in Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA,8th INTERNATIONAL CONFERENCE. 2021;319-328.
doi:10.14415/konferencijaGFS2021.30 .

Guzjan-Dilber, Matija, Mijatović, Ognjen, Mandić, Rastislav, Salatić, Ratko, Mišković, Zoran, Golubović-Bugarski, Valentina, "Penalty method for 1d problem of two rods with basic concepts of contact mechanics of frictionless contact" in Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA,8th INTERNATIONAL CONFERENCE, 319-328 (2021),
https://doi.org/10.14415/konferencijaGFS2021.30 . .

TY  - CONF
AU  - Mijatović, Ognjen
AU  - Mišković, Zoran
AU  - Salatić, Ratko
AU  - Mandić, Rastislav
AU  - Guzjan-Dilber, Matija
AU  - Jotić, Goran
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2385
AB  - The challenge that will be posed to researchers for an even longer period is
the development of a predictable model for describing mechanical connections, their
variable stiffness and dissipative contact interaction processes. The main challenge to this
goal lies in the lack of understanding of how friction behaves on a small scale. Coulomb
friction, a large heuristic model is not predictable and has actually been proven to be
untrue in many modes. Expecting a universal law of friction for all types of materials and
therefore contact interactions is not very realistic. Instead, the goal of the international
research community is to develop a predictable model for a limited range of cases. So far,
the metal-metal contact is most often tested, respectively the contact interaction behaviour
of aluminium and steel elements of different quality. We also know that in the application
those two metals are most often found in making mechanical connections. The aim of this
paper is to make a brief overview of some of the previous tests and approaches to the study
of contact interaction in mechanical connections and the role of friction in energy
dissipation.
C3  - Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA, 8th INTERNATIONAL CONFERENCE
T1  - Experimental determination and study of structural damping and dry friction
VL  - 309-318
DO  - 10.14415/konferencijaGFS2021.29
ER  - 

@conference{
author = "Mijatović, Ognjen and Mišković, Zoran and Salatić, Ratko and Mandić, Rastislav and Guzjan-Dilber, Matija and Jotić, Goran",
year = "2021",
abstract = "The challenge that will be posed to researchers for an even longer period is
the development of a predictable model for describing mechanical connections, their
variable stiffness and dissipative contact interaction processes. The main challenge to this
goal lies in the lack of understanding of how friction behaves on a small scale. Coulomb
friction, a large heuristic model is not predictable and has actually been proven to be
untrue in many modes. Expecting a universal law of friction for all types of materials and
therefore contact interactions is not very realistic. Instead, the goal of the international
research community is to develop a predictable model for a limited range of cases. So far,
the metal-metal contact is most often tested, respectively the contact interaction behaviour
of aluminium and steel elements of different quality. We also know that in the application
those two metals are most often found in making mechanical connections. The aim of this
paper is to make a brief overview of some of the previous tests and approaches to the study
of contact interaction in mechanical connections and the role of friction in energy
dissipation.",
journal = "Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA, 8th INTERNATIONAL CONFERENCE",
title = "Experimental determination and study of structural damping and dry friction",
volume = "309-318",
doi = "10.14415/konferencijaGFS2021.29"
}

Mijatović, O., Mišković, Z., Salatić, R., Mandić, R., Guzjan-Dilber, M.,& Jotić, G.. (2021). Experimental determination and study of structural damping and dry friction. in Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA, 8th INTERNATIONAL CONFERENCE, 309-318.
https://doi.org/10.14415/konferencijaGFS2021.29

Mijatović O, Mišković Z, Salatić R, Mandić R, Guzjan-Dilber M, Jotić G. Experimental determination and study of structural damping and dry friction. in Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA, 8th INTERNATIONAL CONFERENCE. 2021;309-318.
doi:10.14415/konferencijaGFS2021.29 .

Mijatović, Ognjen, Mišković, Zoran, Salatić, Ratko, Mandić, Rastislav, Guzjan-Dilber, Matija, Jotić, Goran, "Experimental determination and study of structural damping and dry friction" in Contemporary achievements in civil engineering 22-23. April 2021. Subotica, SERBIA, 8th INTERNATIONAL CONFERENCE, 309-318 (2021),
https://doi.org/10.14415/konferencijaGFS2021.29 . .

TY  - CONF
AU  - Mijatović, Ognjen
AU  - Mišković, Zoran
AU  - Salatić, Ratko
AU  - Mandić, Rastislav
AU  - Golubović-Bugarski, Valentina
AU  - Relja, Gabriel
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2247
AB  - Progress and demands of all types of constructions imposed the need for the development of modern structures that are lightweight, but at the same time have high damping capacity and stiffness. The consequences of these requirements are increased dynamic problems related to vibrations and dissipative processes in structure connection joints. Structural joints are the main reason for the significant reduction of the level of energy dissipation and source of structural damping so therefore they have become a subject of interest to many researchers. The aim of this paper is to present some problems regarding research of structural damping and the importance of study Contact Mechanics to better understand the problem of structural damping.
PB  - University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy
C3  - International conference on Contemporary Theory and Practice in Construction XIV
T1  - Experimental analysis of structural damping for bolted and welded splice connection join for IPE-80 steel profile
VL  - 32-42
DO  - 10.7251/STP2014032M
ER  - 

@conference{
author = "Mijatović, Ognjen and Mišković, Zoran and Salatić, Ratko and Mandić, Rastislav and Golubović-Bugarski, Valentina and Relja, Gabriel",
year = "2020",
abstract = "Progress and demands of all types of constructions imposed the need for the development of modern structures that are lightweight, but at the same time have high damping capacity and stiffness. The consequences of these requirements are increased dynamic problems related to vibrations and dissipative processes in structure connection joints. Structural joints are the main reason for the significant reduction of the level of energy dissipation and source of structural damping so therefore they have become a subject of interest to many researchers. The aim of this paper is to present some problems regarding research of structural damping and the importance of study Contact Mechanics to better understand the problem of structural damping.",
publisher = "University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy",
journal = "International conference on Contemporary Theory and Practice in Construction XIV",
title = "Experimental analysis of structural damping for bolted and welded splice connection join for IPE-80 steel profile",
volume = "32-42",
doi = "10.7251/STP2014032M"
}

Mijatović, O., Mišković, Z., Salatić, R., Mandić, R., Golubović-Bugarski, V.,& Relja, G.. (2020). Experimental analysis of structural damping for bolted and welded splice connection join for IPE-80 steel profile. in International conference on Contemporary Theory and Practice in Construction XIV
University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy., 32-42.
https://doi.org/10.7251/STP2014032M

Mijatović O, Mišković Z, Salatić R, Mandić R, Golubović-Bugarski V, Relja G. Experimental analysis of structural damping for bolted and welded splice connection join for IPE-80 steel profile. in International conference on Contemporary Theory and Practice in Construction XIV. 2020;32-42.
doi:10.7251/STP2014032M .

Mijatović, Ognjen, Mišković, Zoran, Salatić, Ratko, Mandić, Rastislav, Golubović-Bugarski, Valentina, Relja, Gabriel, "Experimental analysis of structural damping for bolted and welded splice connection join for IPE-80 steel profile" in International conference on Contemporary Theory and Practice in Construction XIV, 32-42 (2020),
https://doi.org/10.7251/STP2014032M . .

TY  - JOUR
AU  - Prokić, Aleksandar
AU  - Mandić, Rastislav
AU  - Besević, M.
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/838
AB  - In this paper the influence of bimoment, induced by external axial loads, on the global buckling of thin-walled Z-section beams, subjected to different boundary conditions, is studied. Since bimoment varies along the beam axis, the problem of torsional and torsional-flexural buckling of thin-walled beams is defined by linear homogeneous differential equations of the second-order theory with a variable coefficient. To obtain the buckling load numerically, a finite-difference method is employed for discretizing the governing differential equations. To verify the validity and the accuracy of this study, numerical solutions are presented and compared with those calculated by simulation software.
PB  - American Society of Civil Engineers (ASCE)
T2  - Journal of Engineering Mechanics
T1  - Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions
IS  - 6
VL  - 143
DO  - 10.1061/(ASCE)EM.1943-7889.0001216
ER  - 

@article{
author = "Prokić, Aleksandar and Mandić, Rastislav and Besević, M.",
year = "2017",
abstract = "In this paper the influence of bimoment, induced by external axial loads, on the global buckling of thin-walled Z-section beams, subjected to different boundary conditions, is studied. Since bimoment varies along the beam axis, the problem of torsional and torsional-flexural buckling of thin-walled beams is defined by linear homogeneous differential equations of the second-order theory with a variable coefficient. To obtain the buckling load numerically, a finite-difference method is employed for discretizing the governing differential equations. To verify the validity and the accuracy of this study, numerical solutions are presented and compared with those calculated by simulation software.",
publisher = "American Society of Civil Engineers (ASCE)",
journal = "Journal of Engineering Mechanics",
title = "Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions",
number = "6",
volume = "143",
doi = "10.1061/(ASCE)EM.1943-7889.0001216"
}

Prokić, A., Mandić, R.,& Besević, M.. (2017). Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions. in Journal of Engineering Mechanics
American Society of Civil Engineers (ASCE)., 143(6).
https://doi.org/10.1061/(ASCE)EM.1943-7889.0001216

Prokić A, Mandić R, Besević M. Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions. in Journal of Engineering Mechanics. 2017;143(6).
doi:10.1061/(ASCE)EM.1943-7889.0001216 .

Prokić, Aleksandar, Mandić, Rastislav, Besević, M., "Bimoment Contribution to Buckling of Thin-Walled Beams with Different Boundary Conditions" in Journal of Engineering Mechanics, 143, no. 6 (2017),
https://doi.org/10.1061/(ASCE)EM.1943-7889.0001216 . .

TY  - JOUR
AU  - Terzović, Jefto
AU  - Mandić, Rastislav
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1091
T2  - Serbian Architectural Journal
T1  - A model for preventive restoration of architectural structures by steel and glass
EP  - 50
IS  - 1
SP  - 33
VL  - 9
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1091
ER  - 

@article{
author = "Terzović, Jefto and Mandić, Rastislav",
year = "2017",
journal = "Serbian Architectural Journal",
title = "A model for preventive restoration of architectural structures by steel and glass",
pages = "50-33",
number = "1",
volume = "9",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1091"
}

Terzović, J.,& Mandić, R.. (2017). A model for preventive restoration of architectural structures by steel and glass. in Serbian Architectural Journal, 9(1), 33-50.
https://hdl.handle.net/21.15107/rcub_grafar_1091

Terzović J, Mandić R. A model for preventive restoration of architectural structures by steel and glass. in Serbian Architectural Journal. 2017;9(1):33-50.
https://hdl.handle.net/21.15107/rcub_grafar_1091 .

Terzović, Jefto, Mandić, Rastislav, "A model for preventive restoration of architectural structures by steel and glass" in Serbian Architectural Journal, 9, no. 1 (2017):33-50,
https://hdl.handle.net/21.15107/rcub_grafar_1091 .

TY  - CONF
AU  - Salatić, Ratko
AU  - Mandić, Rastislav
AU  - Marinković, Marko
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1451
PB  - Savez građevinskih inženjera Srbije, Beograd
C3  - Zbornik radova / Peto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Sremski Karlovci, 28-30. jun 2016. godine = Conference proceedings / Fifth International Conference Seismic Engineering and Engineering Seis
T1  - Numerička analiza mehanizama loma zidane ispune kod AB ramova
EP  - 344
SP  - 337
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1451
ER  - 

@conference{
author = "Salatić, Ratko and Mandić, Rastislav and Marinković, Marko",
year = "2016",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Zbornik radova / Peto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Sremski Karlovci, 28-30. jun 2016. godine = Conference proceedings / Fifth International Conference Seismic Engineering and Engineering Seis",
title = "Numerička analiza mehanizama loma zidane ispune kod AB ramova",
pages = "344-337",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1451"
}

Salatić, R., Mandić, R.,& Marinković, M.. (2016). Numerička analiza mehanizama loma zidane ispune kod AB ramova. in Zbornik radova / Peto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Sremski Karlovci, 28-30. jun 2016. godine = Conference proceedings / Fifth International Conference Seismic Engineering and Engineering Seis
Savez građevinskih inženjera Srbije, Beograd., 337-344.
https://hdl.handle.net/21.15107/rcub_grafar_1451

Salatić R, Mandić R, Marinković M. Numerička analiza mehanizama loma zidane ispune kod AB ramova. in Zbornik radova / Peto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Sremski Karlovci, 28-30. jun 2016. godine = Conference proceedings / Fifth International Conference Seismic Engineering and Engineering Seis. 2016;:337-344.
https://hdl.handle.net/21.15107/rcub_grafar_1451 .

Salatić, Ratko, Mandić, Rastislav, Marinković, Marko, "Numerička analiza mehanizama loma zidane ispune kod AB ramova" in Zbornik radova / Peto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Sremski Karlovci, 28-30. jun 2016. godine = Conference proceedings / Fifth International Conference Seismic Engineering and Engineering Seis (2016):337-344,
https://hdl.handle.net/21.15107/rcub_grafar_1451 .

TY  - CONF
AU  - Nestorović, Miodrag
AU  - Terzović, Jefto
AU  - Mandić, Rastislav
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1397
AB  - Glass facade is traditionally considered as non structural element in buildings subjected to earthquake loading. Severe earthquake damage of windows glass panels initiated the research in this area in two directions. The first approach tends to minimize damage of glass panes as non structural elements. The second approach integrates glass panes in structural system in order to stabilize main bearing elements. In this paper the results of experimental investigation of composite panels subjected to in-plane cyclic loadings is presented. The panels are formed of steel frames, laminated glass or polycarbonate (klirit) infill and rubber joints. The presented results demonstrate the response of composite panels due to various load levels and frequencies.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
T1  - Steel frames with klirit or glass infill subjected to cyclic loading
T1  - Čelični okviri sa ispunom od klirita ili stakla pod ciklkičnim opterećenjem
EP  - 228
SP  - 221
VL  - 32
DO  - 10.14415/konferencijaGFS2016.021
ER  - 

@conference{
author = "Nestorović, Miodrag and Terzović, Jefto and Mandić, Rastislav",
year = "2016",
abstract = "Glass facade is traditionally considered as non structural element in buildings subjected to earthquake loading. Severe earthquake damage of windows glass panels initiated the research in this area in two directions. The first approach tends to minimize damage of glass panes as non structural elements. The second approach integrates glass panes in structural system in order to stabilize main bearing elements. In this paper the results of experimental investigation of composite panels subjected to in-plane cyclic loadings is presented. The panels are formed of steel frames, laminated glass or polycarbonate (klirit) infill and rubber joints. The presented results demonstrate the response of composite panels due to various load levels and frequencies.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016",
title = "Steel frames with klirit or glass infill subjected to cyclic loading, Čelični okviri sa ispunom od klirita ili stakla pod ciklkičnim opterećenjem",
pages = "228-221",
volume = "32",
doi = "10.14415/konferencijaGFS2016.021"
}

Nestorović, M., Terzović, J.,& Mandić, R.. (2016). Steel frames with klirit or glass infill subjected to cyclic loading. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
Građevinski fakultet, Subotica., 32, 221-228.
https://doi.org/10.14415/konferencijaGFS2016.021

Nestorović M, Terzović J, Mandić R. Steel frames with klirit or glass infill subjected to cyclic loading. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;32:221-228.
doi:10.14415/konferencijaGFS2016.021 .

Nestorović, Miodrag, Terzović, Jefto, Mandić, Rastislav, "Steel frames with klirit or glass infill subjected to cyclic loading" in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 32 (2016):221-228,
https://doi.org/10.14415/konferencijaGFS2016.021 . .

TY  - JOUR
AU  - Prokić, Aleksandar
AU  - Mandić, Rastislav
AU  - Vojnić-Purcar, Martina
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/733
AB  - The objective of the paper is to analyze the influence of bimoment induced by constant axial loads on the free motion of thin-walled beams with point-symmetric open cross-section. For various boundary conditions, a closed-form solution for natural frequencies of free harmonic vibrations was derived by using a general solution of governing differential equations of motion based on Vlasov's theory. In order to investigate the effect of the bimoment on natural frequencies, the numerical examples with symmetric Z cross-section are given. The obtained results, verified using an ANSYS finite element model, demonstrate that the influence of the bimoment is important in the assessment of torsional natural frequencies.
PB  - Elsevier Inc.
T2  - Applied Mathematical Modelling
T1  - An improved analysis of free torsional vibration of axially loaded thin-walled beams with point-symmetric open cross-section
EP  - 10209
IS  - 23-24
SP  - 10199
VL  - 40
DO  - 10.1016/j.apm.2016.07.014
ER  - 

@article{
author = "Prokić, Aleksandar and Mandić, Rastislav and Vojnić-Purcar, Martina",
year = "2016",
abstract = "The objective of the paper is to analyze the influence of bimoment induced by constant axial loads on the free motion of thin-walled beams with point-symmetric open cross-section. For various boundary conditions, a closed-form solution for natural frequencies of free harmonic vibrations was derived by using a general solution of governing differential equations of motion based on Vlasov's theory. In order to investigate the effect of the bimoment on natural frequencies, the numerical examples with symmetric Z cross-section are given. The obtained results, verified using an ANSYS finite element model, demonstrate that the influence of the bimoment is important in the assessment of torsional natural frequencies.",
publisher = "Elsevier Inc.",
journal = "Applied Mathematical Modelling",
title = "An improved analysis of free torsional vibration of axially loaded thin-walled beams with point-symmetric open cross-section",
pages = "10209-10199",
number = "23-24",
volume = "40",
doi = "10.1016/j.apm.2016.07.014"
}

Prokić, A., Mandić, R.,& Vojnić-Purcar, M.. (2016). An improved analysis of free torsional vibration of axially loaded thin-walled beams with point-symmetric open cross-section. in Applied Mathematical Modelling
Elsevier Inc.., 40(23-24), 10199-10209.
https://doi.org/10.1016/j.apm.2016.07.014

Prokić A, Mandić R, Vojnić-Purcar M. An improved analysis of free torsional vibration of axially loaded thin-walled beams with point-symmetric open cross-section. in Applied Mathematical Modelling. 2016;40(23-24):10199-10209.
doi:10.1016/j.apm.2016.07.014 .

Prokić, Aleksandar, Mandić, Rastislav, Vojnić-Purcar, Martina, "An improved analysis of free torsional vibration of axially loaded thin-walled beams with point-symmetric open cross-section" in Applied Mathematical Modelling, 40, no. 23-24 (2016):10199-10209,
https://doi.org/10.1016/j.apm.2016.07.014 . .

TY  - JOUR
AU  - Prokić, Aleksandar
AU  - Mandić, Rastislav
AU  - Vojnić-Purcar, Martina
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/710
AB  - This article studies the influence of the bimoment on the buckling of thin-walled beams with open cross section subjected to axial loading. In the case of torsional and torsional-flexural buckling of thin-walled Z-section beam, it is shown that influence of the bimoment could be of importance in the assessment of buckling loads. In order to verify the accuracy and validity of this analysis, the obtained results are compared with those calculated by ANSYS software.
PB  - Elsevier Ltd
T2  - Thin-Walled Structures
T1  - Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams
EP  - 30
SP  - 25
VL  - 89
DO  - 10.1016/j.tws.2014.12.005
ER  - 

@article{
author = "Prokić, Aleksandar and Mandić, Rastislav and Vojnić-Purcar, Martina",
year = "2015",
abstract = "This article studies the influence of the bimoment on the buckling of thin-walled beams with open cross section subjected to axial loading. In the case of torsional and torsional-flexural buckling of thin-walled Z-section beam, it is shown that influence of the bimoment could be of importance in the assessment of buckling loads. In order to verify the accuracy and validity of this analysis, the obtained results are compared with those calculated by ANSYS software.",
publisher = "Elsevier Ltd",
journal = "Thin-Walled Structures",
title = "Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams",
pages = "30-25",
volume = "89",
doi = "10.1016/j.tws.2014.12.005"
}

Prokić, A., Mandić, R.,& Vojnić-Purcar, M.. (2015). Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams. in Thin-Walled Structures
Elsevier Ltd., 89, 25-30.
https://doi.org/10.1016/j.tws.2014.12.005

Prokić A, Mandić R, Vojnić-Purcar M. Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams. in Thin-Walled Structures. 2015;89:25-30.
doi:10.1016/j.tws.2014.12.005 .

Prokić, Aleksandar, Mandić, Rastislav, Vojnić-Purcar, Martina, "Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams" in Thin-Walled Structures, 89 (2015):25-30,
https://doi.org/10.1016/j.tws.2014.12.005 . .

TY  - JOUR
AU  - Prokić, Aleksandar
AU  - Mandić, Rastislav
AU  - Vojnić-Purcar, Martina
AU  - Folić, Radomir
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/711
AB  - In this paper the influence of the bimoment induced by external axial loads on the elastic torsional buckling of thin-walled beams with open cross-section is studied. The governing differential equations of a deformed thin-walled beam consistent with Vlasov's classical assumptions are derived applying the principle of virtual displacements. It is shown that in the cross sections with lack of symmetry the bimoment can considerably affect the torsional buckling load. The obtained results are verified using ANSYS finite element software.
PB  - Strojarski Facultet
T2  - Tehnički vjesnik / Technical Gazette
T1  - Torsional buckling of thin-walled beams in presence of bimoment induced by axial loads
EP  - 189
IS  - 1
SP  - 183
VL  - 22
DO  - 10.17559/TV-20140613113640
ER  - 

@article{
author = "Prokić, Aleksandar and Mandić, Rastislav and Vojnić-Purcar, Martina and Folić, Radomir",
year = "2015",
abstract = "In this paper the influence of the bimoment induced by external axial loads on the elastic torsional buckling of thin-walled beams with open cross-section is studied. The governing differential equations of a deformed thin-walled beam consistent with Vlasov's classical assumptions are derived applying the principle of virtual displacements. It is shown that in the cross sections with lack of symmetry the bimoment can considerably affect the torsional buckling load. The obtained results are verified using ANSYS finite element software.",
publisher = "Strojarski Facultet",
journal = "Tehnički vjesnik / Technical Gazette",
title = "Torsional buckling of thin-walled beams in presence of bimoment induced by axial loads",
pages = "189-183",
number = "1",
volume = "22",
doi = "10.17559/TV-20140613113640"
}

Prokić, A., Mandić, R., Vojnić-Purcar, M.,& Folić, R.. (2015). Torsional buckling of thin-walled beams in presence of bimoment induced by axial loads. in Tehnički vjesnik / Technical Gazette
Strojarski Facultet., 22(1), 183-189.
https://doi.org/10.17559/TV-20140613113640

Prokić A, Mandić R, Vojnić-Purcar M, Folić R. Torsional buckling of thin-walled beams in presence of bimoment induced by axial loads. in Tehnički vjesnik / Technical Gazette. 2015;22(1):183-189.
doi:10.17559/TV-20140613113640 .

Prokić, Aleksandar, Mandić, Rastislav, Vojnić-Purcar, Martina, Folić, Radomir, "Torsional buckling of thin-walled beams in presence of bimoment induced by axial loads" in Tehnički vjesnik / Technical Gazette, 22, no. 1 (2015):183-189,
https://doi.org/10.17559/TV-20140613113640 . .

TY  - CONF
AU  - Salatić, Ratko
AU  - Jocković, Sanja
AU  - Mandić, Rastislav
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1185
PB  - Savez građevinskih inženjera Srbije, Beograd
C3  - Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se
T1  - Uticaj lokalnih uslova na oscilacije tla pri seizmičkoj pobudi
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1185
ER  - 

@conference{
author = "Salatić, Ratko and Jocković, Sanja and Mandić, Rastislav",
year = "2014",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se",
title = "Uticaj lokalnih uslova na oscilacije tla pri seizmičkoj pobudi",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1185"
}

Salatić, R., Jocković, S.,& Mandić, R.. (2014). Uticaj lokalnih uslova na oscilacije tla pri seizmičkoj pobudi. in Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se
Savez građevinskih inženjera Srbije, Beograd..
https://hdl.handle.net/21.15107/rcub_grafar_1185

Salatić R, Jocković S, Mandić R. Uticaj lokalnih uslova na oscilacije tla pri seizmičkoj pobudi. in Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se. 2014;.
https://hdl.handle.net/21.15107/rcub_grafar_1185 .

Salatić, Ratko, Jocković, Sanja, Mandić, Rastislav, "Uticaj lokalnih uslova na oscilacije tla pri seizmičkoj pobudi" in Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se (2014),
https://hdl.handle.net/21.15107/rcub_grafar_1185 .

TY  - CONF
AU  - Salatić, Ratko
AU  - Mandić, Rastislav
AU  - Marinković, Marko
AU  - Carević, Vedran
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2080
AB  - In the present paper, the methodology, suggested in FEMA guidelines for the evaluation of the seismic capacity of existing structures, is applied for the case of reinforced concrete frames with masonry infill. Calculations are carried out by the SAP2000. For the analysis, linear elements with appropriate plastic hinges are used for the modelling. Results from pushover analysis of three span bare frame, completely infilled frame and frame with infill only in the middle span. Also, numerical modelling of well known soft storey mechanism is shown. Results of numerical example confirm the expected inelastic behavior of frames with and without infill.
C3  - Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija”
T1  - Pushover analysis of RC frames with masonry infill
EP  - 186
SP  - 177
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2080
ER  - 

@conference{
author = "Salatić, Ratko and Mandić, Rastislav and Marinković, Marko and Carević, Vedran",
year = "2014",
abstract = "In the present paper, the methodology, suggested in FEMA guidelines for the evaluation of the seismic capacity of existing structures, is applied for the case of reinforced concrete frames with masonry infill. Calculations are carried out by the SAP2000. For the analysis, linear elements with appropriate plastic hinges are used for the modelling. Results from pushover analysis of three span bare frame, completely infilled frame and frame with infill only in the middle span. Also, numerical modelling of well known soft storey mechanism is shown. Results of numerical example confirm the expected inelastic behavior of frames with and without infill.",
journal = "Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija”",
title = "Pushover analysis of RC frames with masonry infill",
pages = "186-177",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2080"
}

Salatić, R., Mandić, R., Marinković, M.,& Carević, V.. (2014). Pushover analysis of RC frames with masonry infill. in Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija”, 177-186.
https://hdl.handle.net/21.15107/rcub_grafar_2080

Salatić R, Mandić R, Marinković M, Carević V. Pushover analysis of RC frames with masonry infill. in Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija”. 2014;:177-186.
https://hdl.handle.net/21.15107/rcub_grafar_2080 .

Salatić, Ratko, Mandić, Rastislav, Marinković, Marko, Carević, Vedran, "Pushover analysis of RC frames with masonry infill" in Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija” (2014):177-186,
https://hdl.handle.net/21.15107/rcub_grafar_2080 .

TY  - JOUR
AU  - Salatić, Ratko
AU  - Mandić, Rastislav
AU  - Popržen, Luka
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/591
AB  - Seismic isolation is a modern method of protection of buildings in earthquake zones. The system belongs to the group of passive control systems, and in addition to the system of additional dampers, it is the most common method of structural control of buildings subjected to earthquake excitations. The application of seismic isolation is effective way in meeting modern seismic design principles on preventing damage of structural and non-structural elements in buildings. The paper presents the method of reduction of structural response using seismic base isolation. The concept of seismic isolation system based on elastomeric bearingsis analyzed in detail. In an illustrative example of a six story building, the implementation of seismic isolation with elastomeric bearings with lead core is studied. The obtained results clearly demonstrate the beneficial influence of seismic isolation on reduction of structural response due to seismic actions.
AB  - Sistem seizmičke izolacije je savremeni princip zaštite građevinskih objekata od dejstva zemljotresa. Reč je o grupi pasivnih kontrolnih sistema, koji se danas pored sistema dodatnih prigušivača, najčešće primenjuju za kontrolu ponašanja konstrukcija pri dejstvu zemljotresnog opterećenja. Primena seizmičke izolacije za određenu grupu konstrukcija je efikasna u ispunjavanju savremenih principa seizmičkog projektovanja u zaštiti kako konstruktivnih, tako i nekonstruktivnih elemenata objekta. U radu je izložen princip redukcije odgovora konstrukcije primenom seizmičke izolacije. Detaljno je obrađen koncept sistema seizmičke izolacije koji se zasnivaju naelastomernim ležištima. Na primeru izabrane konstrukcije, koja je modelirana i kao kruto oslonjena i kao izolovana elastomernim ležištima sa olovnim jezgrom, data je kvalitativna i kvantitativna ocena redukcije odgovora konstrukcije pri seizmičkom opterećenju.
PB  - Savez građevinskih inženjera Srbije, Beograd
T2  - Građevinski kalendar
T1  - Base isolation in buildings
T1  - Seizmička izolacija zgrada
EP  - 69
IS  - 46
SP  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_591
ER  - 

@article{
author = "Salatić, Ratko and Mandić, Rastislav and Popržen, Luka",
year = "2014",
abstract = "Seismic isolation is a modern method of protection of buildings in earthquake zones. The system belongs to the group of passive control systems, and in addition to the system of additional dampers, it is the most common method of structural control of buildings subjected to earthquake excitations. The application of seismic isolation is effective way in meeting modern seismic design principles on preventing damage of structural and non-structural elements in buildings. The paper presents the method of reduction of structural response using seismic base isolation. The concept of seismic isolation system based on elastomeric bearingsis analyzed in detail. In an illustrative example of a six story building, the implementation of seismic isolation with elastomeric bearings with lead core is studied. The obtained results clearly demonstrate the beneficial influence of seismic isolation on reduction of structural response due to seismic actions., Sistem seizmičke izolacije je savremeni princip zaštite građevinskih objekata od dejstva zemljotresa. Reč je o grupi pasivnih kontrolnih sistema, koji se danas pored sistema dodatnih prigušivača, najčešće primenjuju za kontrolu ponašanja konstrukcija pri dejstvu zemljotresnog opterećenja. Primena seizmičke izolacije za određenu grupu konstrukcija je efikasna u ispunjavanju savremenih principa seizmičkog projektovanja u zaštiti kako konstruktivnih, tako i nekonstruktivnih elemenata objekta. U radu je izložen princip redukcije odgovora konstrukcije primenom seizmičke izolacije. Detaljno je obrađen koncept sistema seizmičke izolacije koji se zasnivaju naelastomernim ležištima. Na primeru izabrane konstrukcije, koja je modelirana i kao kruto oslonjena i kao izolovana elastomernim ležištima sa olovnim jezgrom, data je kvalitativna i kvantitativna ocena redukcije odgovora konstrukcije pri seizmičkom opterećenju.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Građevinski kalendar",
title = "Base isolation in buildings, Seizmička izolacija zgrada",
pages = "69-1",
number = "46",
url = "https://hdl.handle.net/21.15107/rcub_grafar_591"
}

Salatić, R., Mandić, R.,& Popržen, L.. (2014). Base isolation in buildings. in Građevinski kalendar
Savez građevinskih inženjera Srbije, Beograd.(46), 1-69.
https://hdl.handle.net/21.15107/rcub_grafar_591

Salatić R, Mandić R, Popržen L. Base isolation in buildings. in Građevinski kalendar. 2014;(46):1-69.
https://hdl.handle.net/21.15107/rcub_grafar_591 .

Salatić, Ratko, Mandić, Rastislav, Popržen, Luka, "Base isolation in buildings" in Građevinski kalendar, no. 46 (2014):1-69,
https://hdl.handle.net/21.15107/rcub_grafar_591 .

TY  - CONF
AU  - Salatić, Ratko
AU  - Mandić, Rastislav
AU  - Marinković, Marko
AU  - Carević, Vedran
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1201
PB  - Univerzitet u Banjaluci, Arhitektonsko-građevinsko-geodetski fakultet, Banja Luka
C3  - Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may
T1  - Modelling of masonry infill using a commercial computer software
T1  - Modeliranje zidane ispune primenom komercijalnog računarskog programa
EP  - 138
SP  - 129
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1201
ER  - 

@conference{
author = "Salatić, Ratko and Mandić, Rastislav and Marinković, Marko and Carević, Vedran",
year = "2014",
publisher = "Univerzitet u Banjaluci, Arhitektonsko-građevinsko-geodetski fakultet, Banja Luka",
journal = "Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may",
title = "Modelling of masonry infill using a commercial computer software, Modeliranje zidane ispune primenom komercijalnog računarskog programa",
pages = "138-129",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1201"
}

Salatić, R., Mandić, R., Marinković, M.,& Carević, V.. (2014). Modelling of masonry infill using a commercial computer software. in Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may
Univerzitet u Banjaluci, Arhitektonsko-građevinsko-geodetski fakultet, Banja Luka., 129-138.
https://hdl.handle.net/21.15107/rcub_grafar_1201

Salatić R, Mandić R, Marinković M, Carević V. Modelling of masonry infill using a commercial computer software. in Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may. 2014;:129-138.
https://hdl.handle.net/21.15107/rcub_grafar_1201 .

Salatić, Ratko, Mandić, Rastislav, Marinković, Marko, Carević, Vedran, "Modelling of masonry infill using a commercial computer software" in Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may (2014):129-138,
https://hdl.handle.net/21.15107/rcub_grafar_1201 .

TY  - CONF
AU  - Salatić, Ratko
AU  - Mandić, Rastislav
AU  - Marinković, Marko
AU  - Carević, Vedran
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1153
AB  - Zidana ispuna u skeletnim konstrukcijama ima bitan uticaj na dinamičke karakteristike objekta, koje određuju odgovor konstrukcije pri dejstvu seiz-mičkog opterećenja. Projektno seizmičko opterećenje je intenziteta koji izaziva nelinearno ponašanje zidane ispune. U radu je prikazan postupak modeliranja nelinearnog ponašanja zidanih ispuna pri dejstvu zemljotresa primjenom programskog paketa SAP2000, usvajajući metodu ekvivalentnog štapa. Za definisanje nelinearnih karakteristika ekvivalentnog štapa usvojene su preporuke FEMA-e. Postupak modeliranja ilustrovan je na primjeru trospratnog AB rama sa zidanom ispunom od bloka, za slučaj cikličnog dinamičkog opterećenja.
PB  - Zavod za izgradnju ; Arhitektonsko-građevinski fakultet, Banja Luka
C3  - Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may
T1  - Modeliranje zidane ispune primjenom komercijalnog računarskog programa
EP  - 138
SP  - 129
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1153
ER  - 

@conference{
author = "Salatić, Ratko and Mandić, Rastislav and Marinković, Marko and Carević, Vedran",
year = "2014",
abstract = "Zidana ispuna u skeletnim konstrukcijama ima bitan uticaj na dinamičke karakteristike objekta, koje određuju odgovor konstrukcije pri dejstvu seiz-mičkog opterećenja. Projektno seizmičko opterećenje je intenziteta koji izaziva nelinearno ponašanje zidane ispune. U radu je prikazan postupak modeliranja nelinearnog ponašanja zidanih ispuna pri dejstvu zemljotresa primjenom programskog paketa SAP2000, usvajajući metodu ekvivalentnog štapa. Za definisanje nelinearnih karakteristika ekvivalentnog štapa usvojene su preporuke FEMA-e. Postupak modeliranja ilustrovan je na primjeru trospratnog AB rama sa zidanom ispunom od bloka, za slučaj cikličnog dinamičkog opterećenja.",
publisher = "Zavod za izgradnju ; Arhitektonsko-građevinski fakultet, Banja Luka",
journal = "Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may",
title = "Modeliranje zidane ispune primjenom komercijalnog računarskog programa",
pages = "138-129",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1153"
}

Salatić, R., Mandić, R., Marinković, M.,& Carević, V.. (2014). Modeliranje zidane ispune primjenom komercijalnog računarskog programa. in Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may
Zavod za izgradnju ; Arhitektonsko-građevinski fakultet, Banja Luka., 129-138.
https://hdl.handle.net/21.15107/rcub_grafar_1153

Salatić R, Mandić R, Marinković M, Carević V. Modeliranje zidane ispune primjenom komercijalnog računarskog programa. in Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may. 2014;:129-138.
https://hdl.handle.net/21.15107/rcub_grafar_1153 .

Salatić, Ratko, Mandić, Rastislav, Marinković, Marko, Carević, Vedran, "Modeliranje zidane ispune primjenom komercijalnog računarskog programa" in Savremena teorija i praksa u graditeljstvu / X međunarodni naučno-stručni skup, Banja Luka, 15. i 16. maj 2014. godine = Contemporary Theory and Practice in Building Development / 10th International Scientific Technical Conference, Banja Luka, 15 & 16 may (2014):129-138,
https://hdl.handle.net/21.15107/rcub_grafar_1153 .

TY  - CONF
AU  - Salatić, Ratko
AU  - Mandić, Rastislav
AU  - Tošić, Nikola
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1235
PB  - Univerzitet Crne Gore, Građevinski fakultet, Podgorica
C3  - Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa
T1  - Effect of Base Isolation on Seismic Response of Multi-story buildings - A Case Study
EP  - 748
SP  - 741
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1235
ER  - 

@conference{
author = "Salatić, Ratko and Mandić, Rastislav and Tošić, Nikola",
year = "2014",
publisher = "Univerzitet Crne Gore, Građevinski fakultet, Podgorica",
journal = "Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa",
title = "Effect of Base Isolation on Seismic Response of Multi-story buildings - A Case Study",
pages = "748-741",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1235"
}

Salatić, R., Mandić, R.,& Tošić, N.. (2014). Effect of Base Isolation on Seismic Response of Multi-story buildings - A Case Study. in Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa
Univerzitet Crne Gore, Građevinski fakultet, Podgorica., 741-748.
https://hdl.handle.net/21.15107/rcub_grafar_1235

Salatić R, Mandić R, Tošić N. Effect of Base Isolation on Seismic Response of Multi-story buildings - A Case Study. in Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa. 2014;:741-748.
https://hdl.handle.net/21.15107/rcub_grafar_1235 .

Salatić, Ratko, Mandić, Rastislav, Tošić, Nikola, "Effect of Base Isolation on Seismic Response of Multi-story buildings - A Case Study" in Zbornik radova / Peti Internacionalni naučno-stručni skup Građevinarstvo nauka i praksa (2014):741-748,
https://hdl.handle.net/21.15107/rcub_grafar_1235 .

TY  - JOUR
AU  - Salatić, Ratko
AU  - Mandić, Rastislav
AU  - Marinković, Marko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/578
AB  - The vertical extension of masonry buildings is a common need in built-up areas of the old city zones. The design of vertical extension is a special task for structural engineers, characterized by additional specifics in relation to a standard structural design. This paper presents a design methodology with all necessary steps for a successful design, starting from the initial state of the building to the program of geodetic monitoring. Each step is analyzed, its purpose and necessity is explained. The consequences, if any step is omitted in the design process, are highlighted. The paper also specifies the errors in the engineering practice, which in certain circumstances, can lead to unexpected consequences. The presented procedure represents a draft manual to professional engineers that should be part of design regulations.
AB  - Nadogradnja zidanih objekata je česta potreba u izgrađenim zonama starih delova gradova. Projektovanje nadogradnje je poseban zadatak za konstruktivnog inženjera, koje se odlikuje dodatnim specifičnostima u odnosu na standardna projektovanja konstrukcije. U radu je predstavljena metodologija projektovanja, koja definiše sve neophodne korake za uspešnu nadogradnju, od inicijalnog stanja objekta do programa geodetskog osmatranja. Svaki korak je analiziran, objašnjena njegova svrha i neophodnost, kao i naglašene posledice ako se izostavi u procesu projektovanja. Takođe, u radu su navedene i greške koje se često pojavljuju u inženjerskoj praksi i koje u određenim uslovima mogu dovesti do neželjenih posledica. Izložena procedura predstavlja nacrt stručnog uputstva za inženjere koje bi trebalo urediti stručnom regulativom.
PB  - Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd
T2  - Izgradnja
T1  - Design methodology of vertical extension for masonry buildings
T1  - Metodologija projektovanja nadogradnje zidanih objekata
EP  - 256
IS  - 5-6
SP  - 249
VL  - 68
UR  - https://hdl.handle.net/21.15107/rcub_grafar_578
ER  - 

@article{
author = "Salatić, Ratko and Mandić, Rastislav and Marinković, Marko",
year = "2014",
abstract = "The vertical extension of masonry buildings is a common need in built-up areas of the old city zones. The design of vertical extension is a special task for structural engineers, characterized by additional specifics in relation to a standard structural design. This paper presents a design methodology with all necessary steps for a successful design, starting from the initial state of the building to the program of geodetic monitoring. Each step is analyzed, its purpose and necessity is explained. The consequences, if any step is omitted in the design process, are highlighted. The paper also specifies the errors in the engineering practice, which in certain circumstances, can lead to unexpected consequences. The presented procedure represents a draft manual to professional engineers that should be part of design regulations., Nadogradnja zidanih objekata je česta potreba u izgrađenim zonama starih delova gradova. Projektovanje nadogradnje je poseban zadatak za konstruktivnog inženjera, koje se odlikuje dodatnim specifičnostima u odnosu na standardna projektovanja konstrukcije. U radu je predstavljena metodologija projektovanja, koja definiše sve neophodne korake za uspešnu nadogradnju, od inicijalnog stanja objekta do programa geodetskog osmatranja. Svaki korak je analiziran, objašnjena njegova svrha i neophodnost, kao i naglašene posledice ako se izostavi u procesu projektovanja. Takođe, u radu su navedene i greške koje se često pojavljuju u inženjerskoj praksi i koje u određenim uslovima mogu dovesti do neželjenih posledica. Izložena procedura predstavlja nacrt stručnog uputstva za inženjere koje bi trebalo urediti stručnom regulativom.",
publisher = "Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd",
journal = "Izgradnja",
title = "Design methodology of vertical extension for masonry buildings, Metodologija projektovanja nadogradnje zidanih objekata",
pages = "256-249",
number = "5-6",
volume = "68",
url = "https://hdl.handle.net/21.15107/rcub_grafar_578"
}

Salatić, R., Mandić, R.,& Marinković, M.. (2014). Design methodology of vertical extension for masonry buildings. in Izgradnja
Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd., 68(5-6), 249-256.
https://hdl.handle.net/21.15107/rcub_grafar_578

Salatić R, Mandić R, Marinković M. Design methodology of vertical extension for masonry buildings. in Izgradnja. 2014;68(5-6):249-256.
https://hdl.handle.net/21.15107/rcub_grafar_578 .

Salatić, Ratko, Mandić, Rastislav, Marinković, Marko, "Design methodology of vertical extension for masonry buildings" in Izgradnja, 68, no. 5-6 (2014):249-256,
https://hdl.handle.net/21.15107/rcub_grafar_578 .

TY  - JOUR
AU  - Salatić, Ratko
AU  - Mandić, Rastislav
AU  - Marinković, Marko
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/507
AB  - Seismic design of masonry buildings is a very common task of civil engineers in their daily practice. It is very important for structures in seismic areas bearing in mind that the brick buildings typically have a much lower seismic resistance compared to modern reinforced concrete and steel structures. In this paper several types of masonry structural elements have been examined, which appear within the newly or already constructed masonry buildings. Seismic analysis of masonry structures has been analyzed in accordance with the provisions of European engineering regulations Eurocode 6 and Eurocode 8 relating to masonry. The paper presents the practical guidance and procedures for seismic analysis of masonry buildings.
AB  - Seizmički proračun zidanih zgrada je nezaobilazan zadatak građevinskih inženjera u svakodnevnoj praksi. On je veoma značajan za objekte u seizmičkim područjima imajući u vidu da zidane zgrade po pravilu imaju znatno manju seizmičku otpornost u odnosu na savremene armirano betonske i čelične objekte. U radu je razmatrano više tipova zidanih elemenata konstrukcije koji se pojavljuju u okviru novoprojektovanih ili već izgrađenih zidanih objekata. Seizmički proračun zidanih objekata analiziran je u skladu sa odredbama evropske inženjerske regulative Evrokod 6 i Evrokod 8, koji se odnosi na zidane konstrukcije. Data su praktična uputstva i procedure za seizmički proračun zidanih zgrada.
PB  - Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd
T2  - Izgradnja
T1  - Seismic design of masonry structures based on Eurocode 8
T1  - Seizmički proračun zidanih zgrada prema Evrokodu 8
EP  - 234
IS  - 5-6
SP  - 221
VL  - 67
UR  - https://hdl.handle.net/21.15107/rcub_grafar_507
ER  - 

@article{
author = "Salatić, Ratko and Mandić, Rastislav and Marinković, Marko",
year = "2013",
abstract = "Seismic design of masonry buildings is a very common task of civil engineers in their daily practice. It is very important for structures in seismic areas bearing in mind that the brick buildings typically have a much lower seismic resistance compared to modern reinforced concrete and steel structures. In this paper several types of masonry structural elements have been examined, which appear within the newly or already constructed masonry buildings. Seismic analysis of masonry structures has been analyzed in accordance with the provisions of European engineering regulations Eurocode 6 and Eurocode 8 relating to masonry. The paper presents the practical guidance and procedures for seismic analysis of masonry buildings., Seizmički proračun zidanih zgrada je nezaobilazan zadatak građevinskih inženjera u svakodnevnoj praksi. On je veoma značajan za objekte u seizmičkim područjima imajući u vidu da zidane zgrade po pravilu imaju znatno manju seizmičku otpornost u odnosu na savremene armirano betonske i čelične objekte. U radu je razmatrano više tipova zidanih elemenata konstrukcije koji se pojavljuju u okviru novoprojektovanih ili već izgrađenih zidanih objekata. Seizmički proračun zidanih objekata analiziran je u skladu sa odredbama evropske inženjerske regulative Evrokod 6 i Evrokod 8, koji se odnosi na zidane konstrukcije. Data su praktična uputstva i procedure za seizmički proračun zidanih zgrada.",
publisher = "Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd",
journal = "Izgradnja",
title = "Seismic design of masonry structures based on Eurocode 8, Seizmički proračun zidanih zgrada prema Evrokodu 8",
pages = "234-221",
number = "5-6",
volume = "67",
url = "https://hdl.handle.net/21.15107/rcub_grafar_507"
}

Salatić, R., Mandić, R.,& Marinković, M.. (2013). Seismic design of masonry structures based on Eurocode 8. in Izgradnja
Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd., 67(5-6), 221-234.
https://hdl.handle.net/21.15107/rcub_grafar_507

Salatić R, Mandić R, Marinković M. Seismic design of masonry structures based on Eurocode 8. in Izgradnja. 2013;67(5-6):221-234.
https://hdl.handle.net/21.15107/rcub_grafar_507 .

Salatić, Ratko, Mandić, Rastislav, Marinković, Marko, "Seismic design of masonry structures based on Eurocode 8" in Izgradnja, 67, no. 5-6 (2013):221-234,
https://hdl.handle.net/21.15107/rcub_grafar_507 .

TY  - JOUR
AU  - Mandić, Rastislav
AU  - Hadzi-Niković, Gordana
AU  - Ćorić, Stanko
PY  - 2011
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/361
AB  - A field load testing is an effective method for understanding the behavior and fundamental characteristics of cable-stayed bridges. This paper presents results of the behavior of the reconstructed cable-stayed bridge over river Danube in Novi Sad under test load. The bridge was built between 1976 and 1981 and in 1999 was heavily damaged by two Tomahawk missiles. In 2003 process of the reconstruction began and at the end of 2005 Faculty of Civil Engineering, University of Belgrade was invited to test reconstructed bridge structure. The results of static load testing presented herein include displacements, rotations and strains of the 351 m long main span. Vibrations of the bridge were obtained by impact load produced by heavy truck passing the bridge and the time history response of vertical accelerations was recorded. The frequency content of the signals was determined using Fourier transformation and five flexural natural periods were extracted. The geological structure and engineering properties of the soil are also given. A finite element model of the bridge was made and a good agreement is achieved between the experimental and analytical results. These results have shown that the bridge is in the elastic state under the code-specified serviceability load, which indicates that the bridge has adequate load-carrying capacity and can be put safely into service.
PB  - University of Zagreb, Faculty of Science, Department of Geophysics, Andrija Mohorovičić Geophysical Institute
T2  - Geofizika
T1  - Investigation of the behavior of the cable-stayed bridge under test load
EP  - 160
IS  - 1
SP  - 145
VL  - 28
UR  - https://hdl.handle.net/21.15107/rcub_grafar_361
ER  - 

@article{
author = "Mandić, Rastislav and Hadzi-Niković, Gordana and Ćorić, Stanko",
year = "2011",
abstract = "A field load testing is an effective method for understanding the behavior and fundamental characteristics of cable-stayed bridges. This paper presents results of the behavior of the reconstructed cable-stayed bridge over river Danube in Novi Sad under test load. The bridge was built between 1976 and 1981 and in 1999 was heavily damaged by two Tomahawk missiles. In 2003 process of the reconstruction began and at the end of 2005 Faculty of Civil Engineering, University of Belgrade was invited to test reconstructed bridge structure. The results of static load testing presented herein include displacements, rotations and strains of the 351 m long main span. Vibrations of the bridge were obtained by impact load produced by heavy truck passing the bridge and the time history response of vertical accelerations was recorded. The frequency content of the signals was determined using Fourier transformation and five flexural natural periods were extracted. The geological structure and engineering properties of the soil are also given. A finite element model of the bridge was made and a good agreement is achieved between the experimental and analytical results. These results have shown that the bridge is in the elastic state under the code-specified serviceability load, which indicates that the bridge has adequate load-carrying capacity and can be put safely into service.",
publisher = "University of Zagreb, Faculty of Science, Department of Geophysics, Andrija Mohorovičić Geophysical Institute",
journal = "Geofizika",
title = "Investigation of the behavior of the cable-stayed bridge under test load",
pages = "160-145",
number = "1",
volume = "28",
url = "https://hdl.handle.net/21.15107/rcub_grafar_361"
}

Mandić, R., Hadzi-Niković, G.,& Ćorić, S.. (2011). Investigation of the behavior of the cable-stayed bridge under test load. in Geofizika
University of Zagreb, Faculty of Science, Department of Geophysics, Andrija Mohorovičić Geophysical Institute., 28(1), 145-160.
https://hdl.handle.net/21.15107/rcub_grafar_361

Mandić R, Hadzi-Niković G, Ćorić S. Investigation of the behavior of the cable-stayed bridge under test load. in Geofizika. 2011;28(1):145-160.
https://hdl.handle.net/21.15107/rcub_grafar_361 .

Mandić, Rastislav, Hadzi-Niković, Gordana, Ćorić, Stanko, "Investigation of the behavior of the cable-stayed bridge under test load" in Geofizika, 28, no. 1 (2011):145-160,
https://hdl.handle.net/21.15107/rcub_grafar_361 .

TY  - JOUR
AU  - Đurović-Petrović, Maja
AU  - Šumarac, Dragoslav
AU  - Mandić, Rastislav
AU  - Ćorić, Stanko
AU  - Šarkić, Anina
AU  - Kordić-Diković, Nina
AU  - Trišović, Nataša
AU  - Ivanišević, Dragiša
PY  - 2008
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2867
AB  - Zbog nedostatka stanova, zahvaljujući zakonskim rešenjima koja su to omogućavala, mnogi podstanari su svoje stambeno pitanje rešavali adaptacijom tavanskih prostora, ili nadziđivanjem postojećih zgrada. Nadziđivanja od jednog nivoanajčešće su rađena od drvenih konstrukcija sa minimalnom termičkom izolacijom, najčešće sa jednim slojem od 5 cm mineralne vune i opšivena limom. Slična je situacija i sa adaptiranim stambenim jedinicama u samim krovovima. Takva potkrovlja su prave energetske rupe i najveći potrošači energije. U radu se upoređuju dva tipična potkrovlja na jednoj istoj lokaciji, jedno uređeno savremeno u 2006.godini, sa zadovoljavajućom termičkom zaštitom zidova i svremenim PVC prozorima i drugo uređeno 80-tih godina sa velikim termičkim gubicima. Rezultati su takođe potvrđeni i snimcima dobijenim termovizijskom kamerom.
PB  - Savez energetičara
T2  - Energija, ekonomija, ekologija
T1  - Moguće uštede primenom energetski efikasnih građevinskih materijala za omotače potkrovlјa
EP  - 196
IS  - 1-2
SP  - 190
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2867
ER  - 

@article{
author = "Đurović-Petrović, Maja and Šumarac, Dragoslav and Mandić, Rastislav and Ćorić, Stanko and Šarkić, Anina and Kordić-Diković, Nina and Trišović, Nataša and Ivanišević, Dragiša",
year = "2008",
abstract = "Zbog nedostatka stanova, zahvaljujući zakonskim rešenjima koja su to omogućavala, mnogi podstanari su svoje stambeno pitanje rešavali adaptacijom tavanskih prostora, ili nadziđivanjem postojećih zgrada. Nadziđivanja od jednog nivoanajčešće su rađena od drvenih konstrukcija sa minimalnom termičkom izolacijom, najčešće sa jednim slojem od 5 cm mineralne vune i opšivena limom. Slična je situacija i sa adaptiranim stambenim jedinicama u samim krovovima. Takva potkrovlja su prave energetske rupe i najveći potrošači energije. U radu se upoređuju dva tipična potkrovlja na jednoj istoj lokaciji, jedno uređeno savremeno u 2006.godini, sa zadovoljavajućom termičkom zaštitom zidova i svremenim PVC prozorima i drugo uređeno 80-tih godina sa velikim termičkim gubicima. Rezultati su takođe potvrđeni i snimcima dobijenim termovizijskom kamerom.",
publisher = "Savez energetičara",
journal = "Energija, ekonomija, ekologija",
title = "Moguće uštede primenom energetski efikasnih građevinskih materijala za omotače potkrovlјa",
pages = "196-190",
number = "1-2",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2867"
}

Đurović-Petrović, M., Šumarac, D., Mandić, R., Ćorić, S., Šarkić, A., Kordić-Diković, N., Trišović, N.,& Ivanišević, D.. (2008). Moguće uštede primenom energetski efikasnih građevinskih materijala za omotače potkrovlјa. in Energija, ekonomija, ekologija
Savez energetičara.(1-2), 190-196.
https://hdl.handle.net/21.15107/rcub_grafar_2867

Đurović-Petrović M, Šumarac D, Mandić R, Ćorić S, Šarkić A, Kordić-Diković N, Trišović N, Ivanišević D. Moguće uštede primenom energetski efikasnih građevinskih materijala za omotače potkrovlјa. in Energija, ekonomija, ekologija. 2008;(1-2):190-196.
https://hdl.handle.net/21.15107/rcub_grafar_2867 .

Đurović-Petrović, Maja, Šumarac, Dragoslav, Mandić, Rastislav, Ćorić, Stanko, Šarkić, Anina, Kordić-Diković, Nina, Trišović, Nataša, Ivanišević, Dragiša, "Moguće uštede primenom energetski efikasnih građevinskih materijala za omotače potkrovlјa" in Energija, ekonomija, ekologija, no. 1-2 (2008):190-196,
https://hdl.handle.net/21.15107/rcub_grafar_2867 .

TY  - JOUR
AU  - Mandić, Rastislav
PY  - 2005
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/90
AB  - In this paper the Influence of cross frames and wall thickness un the state of stress in box girders with deformable cross section is considered. It is shown how a relatively simple calculation model can be established starting from the general theory of thin-walled beams. .
AB  - U okviru ovog rada razmatran je jedan problem od značaja za proračun sandučastih nosača sa deformabilnim poprečnim prese kom. Analiziran je uticaj broja krutih dijafragmi upravnih na osu nosača na distorziju preseka. Pokazano je kako se polazeći od opštih pretpostavki teorije tanko-zidnih štapova može izvesti relativno jednostavan računski model koji omogućava analizu pomenutog problema.
PB  - Univerzitet u Novom Sadu - Građevinski fakultet, Subotica
T2  - Zbornik radova Građevinskog fakulteta, Subotica
T1  - Box beams with deformable cross section and rigid cross frames
T1  - Sandučasti nosači sa deformabilnim poprečnim presekom i krutim dijafragmama
EP  - 189
IS  - 14
SP  - 184
UR  - https://hdl.handle.net/21.15107/rcub_grafar_90
ER  - 

@article{
author = "Mandić, Rastislav",
year = "2005",
abstract = "In this paper the Influence of cross frames and wall thickness un the state of stress in box girders with deformable cross section is considered. It is shown how a relatively simple calculation model can be established starting from the general theory of thin-walled beams. ., U okviru ovog rada razmatran je jedan problem od značaja za proračun sandučastih nosača sa deformabilnim poprečnim prese kom. Analiziran je uticaj broja krutih dijafragmi upravnih na osu nosača na distorziju preseka. Pokazano je kako se polazeći od opštih pretpostavki teorije tanko-zidnih štapova može izvesti relativno jednostavan računski model koji omogućava analizu pomenutog problema.",
publisher = "Univerzitet u Novom Sadu - Građevinski fakultet, Subotica",
journal = "Zbornik radova Građevinskog fakulteta, Subotica",
title = "Box beams with deformable cross section and rigid cross frames, Sandučasti nosači sa deformabilnim poprečnim presekom i krutim dijafragmama",
pages = "189-184",
number = "14",
url = "https://hdl.handle.net/21.15107/rcub_grafar_90"
}

Mandić, R.. (2005). Box beams with deformable cross section and rigid cross frames. in Zbornik radova Građevinskog fakulteta, Subotica
Univerzitet u Novom Sadu - Građevinski fakultet, Subotica.(14), 184-189.
https://hdl.handle.net/21.15107/rcub_grafar_90

Mandić R. Box beams with deformable cross section and rigid cross frames. in Zbornik radova Građevinskog fakulteta, Subotica. 2005;(14):184-189.
https://hdl.handle.net/21.15107/rcub_grafar_90 .

Mandić, Rastislav, "Box beams with deformable cross section and rigid cross frames" in Zbornik radova Građevinskog fakulteta, Subotica, no. 14 (2005):184-189,
https://hdl.handle.net/21.15107/rcub_grafar_90 .

TY  - JOUR
AU  - Mandić, Rastislav
AU  - Hajdin, N.
PY  - 1988
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/6
AB  - This paper compares the simplified theory of thin-walled box beams with deformable cross section given by Sedlacek with the more accurate approach proposed by Kollbrunner and Hajdin. Single-cell, simply supported box girders with and without side cantilevers properties concentrated and uniform loading are analysed. Different geometric properties like wall thickness, depth-to-width ratio and depth-to-span ratio are taken into consideration. The parametric study given at the end of the paper shows the influence of warping shear deformation and separate treatment of torsional and distortional action on the accuracy of the analysis.
T2  - Journal of Constructional Steel Research
T1  - A contribution to the analysis of box beams with deformable cross section
EP  - 146
IS  - 2
SP  - 137
VL  - 9
DO  - 10.1016/0143-974X(88)90004-1
ER  - 

@article{
author = "Mandić, Rastislav and Hajdin, N.",
year = "1988",
abstract = "This paper compares the simplified theory of thin-walled box beams with deformable cross section given by Sedlacek with the more accurate approach proposed by Kollbrunner and Hajdin. Single-cell, simply supported box girders with and without side cantilevers properties concentrated and uniform loading are analysed. Different geometric properties like wall thickness, depth-to-width ratio and depth-to-span ratio are taken into consideration. The parametric study given at the end of the paper shows the influence of warping shear deformation and separate treatment of torsional and distortional action on the accuracy of the analysis.",
journal = "Journal of Constructional Steel Research",
title = "A contribution to the analysis of box beams with deformable cross section",
pages = "146-137",
number = "2",
volume = "9",
doi = "10.1016/0143-974X(88)90004-1"
}

Mandić, R.,& Hajdin, N.. (1988). A contribution to the analysis of box beams with deformable cross section. in Journal of Constructional Steel Research, 9(2), 137-146.
https://doi.org/10.1016/0143-974X(88)90004-1

Mandić R, Hajdin N. A contribution to the analysis of box beams with deformable cross section. in Journal of Constructional Steel Research. 1988;9(2):137-146.
doi:10.1016/0143-974X(88)90004-1 .

Mandić, Rastislav, Hajdin, N., "A contribution to the analysis of box beams with deformable cross section" in Journal of Constructional Steel Research, 9, no. 2 (1988):137-146,
https://doi.org/10.1016/0143-974X(88)90004-1 . .